A a {1.1.} .woluflrbr . . {.r .3) .933}: rt- .1 lizvlfz'rlet. .2. 5‘3): val}l.il.onv”| 2f; llfl.\fk.atrl l..- .Iafiilanl p. (it! {I at 2 w:‘$.’li 3:. . . . , .. :2 .§ 1;... .r 5 i... "rust“... .. $.14 :7 « 531...?! 13.23... . 22.059 I!r’¢ 1.90:. I’...!.. .23.) 117.: t: 3... .‘ Lynne: $1.93} r c It» 5?...Il&dx;tutf $13 A. I» :1..- CI: ,:\Ixa\¢1;.lt. .i¢t< .stl‘..vis.t\1)!lol. .- a I 3 I711. 33 ‘ : 9313} . r014.»|:nc A! J; .3..- MICHIGAN STATE TY LIBRARIES HM! NWWWII}!!!HM * 3 1293 00914 6014 m This is to certify that the dissertation entitled Analysis of Front Mounted Three-Point Hitch Geometry On Front-Wheel Assisted Tractors presented by Milton Mintsong Mah has been accepted towards fulfillment of the requirements for Ph.D. degree in Agric. Engr. 5%WHMAJ Major professor Date Q/W /—/ 1 L———— RRR oi .__\ FRI F— ,5... a- | l l.— RTY scammed manic? 5 33¢ firs £32 3898.3» .83 mo D8886 .. m6 enema Tllnmmllr \“ a m_ n _ R m m TwaIaI \ a hl 81% m / . m / t...\A / +1.8 as / .d w“ / . R ll r, Ir m ,/ . .6 _ o Til 34 From Figure 4.1 the following equations can be obtained. .,....-1{Rm-I-} (4... RLX - RTX Br = tan'lhiLY + RTY} (4'2) where: a, = rear lower link angle relative to soil surface, degrees RHH = perpendicular distance from rear hitch point to soil surface, cm RRR = rear wheel rolling radius, cm RLY = vertical distance from rear axle center line to rear lower link point, cm AD = effective length of rear lower link as shown in Figure 4.4, cm [3,- = the angle formed by a line connecting the centers of the rear upper and rear lower link points in relation to a vertical line through the lower link point, degrees RLX = horizontal distance from rear axle center line to rear lower link point, cm RTX = horizontal distance from rear axle center line to rear upper link point, cm RTY = vertical distance from rear axle center line to rear upper link point, cm By the sign convention used in this dissertation, the angle [3; shown in Figure 4.1 is negative, whereas the angle a,- is positive. The diagonal distance B_D of the rear three point hitch, and the angle formed by the diagonal line DD and the lower link AD, 5,, can be calculated by analyzing the geometry of Figure 4.1. ITI—i 35 312:wa +AD2 - 2*AB*AD*cos(90° - a,+ is.) (4.3) 2 2 - 5r = 608'1{W (4.4) where: fl = distance from rear lower link point to rear upper link point, cm Finally, the rear implement angle, 4),, and the rear upper link angle, 0,, are obtained by the following equations. 7, = cos-1{%IQ— (4.5) ¢r=wr=90°+ar-5r-Yr (4.6) tyr=90°-y,-(o, (4.7) B32 + 3122 - £212 0, = cos-llw - \Ilr (4.8) where: y, = angle between rear diagonal line and rear implement mast, degrees B_Q = rear upper link length, cm CD = rear implement mast height, cm 0, = rear implement frame angle relative to soil surface, degrees 00, = rear implement mast angle relative to the line perpendicular to soil surface, degrees w, = rear diagonal line angle relative to soil surface, degrees 0, = rear upper link angle relative to soil surface, degrees 36 [<— Link Width Effective Link Length __.1 J- != Hitch Width =1 Figure 4.4 - Effective lower link length 4.1.4 Mechamsmflnthefinntthreemmthrtch The same three special working positions for the rear hitch also deserve special consideration when designing the front three-point hitch geometry (Figures 4.5 to 4.7). However, there are differences due to some different moving requirements for the front implement. The steady state working position still requires a 0° frame angle for the front implement (Figure 4.7). However, the angle (bf at the penetration position (Figure 4.6) must be negative so that there is a penetration angle on the implement. The requirement for transportation is the same as the rear hitch (Figure 4.5). 37 scammed £383,383... E 303 35 £33 353-833 38¢ .«o @88on - m6 88E 8%:on 838.5809 E 339 £35 £32 33353:... 38¢ no .388on .. $4. 383 39 80203 @8283 E 308 fies £32 380900.23 80.2 .20 8308006 - new 0.8wa 40 From Figure 4.5 the following equations can be obtained. af= sin'1{FI-IH - (EH - FLY)} (4.9) FLX - FTX Bf = tam'lh‘LY + FTY} (4'10) where: (if = front lower link angle relative to soil surface, degrees FHH = perpendicular distance from front hitch point to soil surface, cm FRR = front wheel rolling radius, cm FLY = vertical distance from front axle center line to front lower link point, cm EH = efl'ective length of front lower link as shown in Figure 4.4, cm [if = the angle formed by a line connecting the centers of the front upper and front lower link points in relation to a vertical line through the lower link point, degrees FLX = horizontal distance from front axle center line to front lower link point, cm FTX = horizontal distance from front axle center line to front upper link point, cm FTY = vertical distance from front axle center line to front upper link point, cm By the sign convention used in this dissertation, the angle Bf shown in Figure 4.5 is positive, and the angle (If is also positive. The diagonal distance EH of the front three point bitch, and the angle formed by the diagonal line EH and the lower link EH, 5f, can be calculated by analyzing the geometry of Figure 4.5. 41 EH.= «JEEZ +EH2 - 2*EE*EH*cos(90° - a“ Bf) (4.11) 2 2 - where: E = distance from front lower link point to front upper link point, cm Finally, the front implement angle, (bf, and the front upper link angle, 0f, are obtained by the following equations. 7r= c08'1{-E—H—22%:—fi& (4.13) ¢f=wf=90°+af-0f-‘Yf (4.14) ‘i’f= 90° ’ “if" 03f (4.15) Of = cos‘1{E22:EE—G%2Efigfl- - w (4.16) where: 'Yf = angle between front diagonal line and front implement mast, degrees F_G = front upper link length, cm (211 = front implement mast height, cm (pf = fiont implement frame angle relative to soil surface, degrees (of = front implement mast angle relative to the line perpendicular to soil surface, degrees \Vf = front diagonal line angle relative to soil surface, degrees 0f = front upper link angle relative to soil surface, degrees 4.2 Analxsisnfchassiamechanics The location of the center of resistance CR is fixed for a given implement at a certain working condition. The direction and magnitude of the soil resistance force also are fixed. The Figure 4.8 shows forces acting on the rear of the tractor. With input of three forces, T,, V, and C,, and the upper link pitch angle 0,, the virtual pull point VP, can be determined. At the same time, the direction of the soil resistance force is also determined. For the front three-point hitch, knowing three forces, Tf, Vf and Cf, and the angle 0f (Figure 4.9) is not enough to determine the virtual push point. However, these four inputs along with front three-point hitch geometry provide a means of calculating tractor dynamic load. The initial model for load distribution is based on the tractor's longitudinal plane, assuming that there is no sideways roll. Analyzing Figure 4.10, an equation relating forces perpendicular to the soil surface can be obtained: R, + Rf= W*cos0g + V, + Vf- C,*sin0, - C(isinef (4.17) where: R, = dynamic load on rear axle, N Rf = dynamic load on front axle, N W = tractor weight, N 0g = ground slope at tractor travel direction, degrees V, = vertical force acting on rear lower links, N Vf = vertical force acting on front lower links, N C, = axial force acting on rear upper link, N Cf = axial force acting on front upper link, N :80 mo 0:: 83.83 02... v8 232 38090023 .83 023,80 mason 0008b - ma. 0.89am to 808038m v8 232 383-0023 89¢ 02... 80 mason 0032 - m0 0.882 :0 l/mv / \ 1 \I" 03 T O 45 0,, 0f = as defined in Section 4.1.3 and 4.1.4, degrees The sum of moments about point C can be obtained from Figure 4.10. The equation 4.18 is derived based on the convention that clockwise moments are positive and counter-clockwise are negative. Since the forces acting on the links were defined as positive for tensile force and negative for compressive force, the signs in the equation must agree with this definition. R,*BASE - V(*(EH*cosaf + FLX + BASE) - T,*FHH - Cf’icos0f*(F_G*sin0f + FTY + FRR) + Cfsin0f*(E_G*cosOf + FTX + BASE) - W*cosOg*CGX + W*sin0g*(CGY + RRR) - C,*sin0,*(DQ*cos0, + RTX) + C,*c080,*(BD*sin0, + RTY + RRR) + T,*RHH + V,*(AD*cosa, + RLX) = 0 (4.18) where: BASE = tractor wheel base, cm CGX = horizontal distance from the tractor's center of gravity to tractor's rear axle, cm CGY = vertical distance from the tractor's center of gravity to tractor's rear axle, cm The remaining symbols used in equation 4.18 are described in Sections 4.1.3 and 4.1.4. .8383 023 :0 838 000.2% - 34. 0.89% .5 ch e .. V///////////V, e I a 2... JP. . as Y 3 .n, {y u G T 80 l 0 IT 00 47 Thus, R, and Rf can be calculated by equations 4.17 and 4.18. After the calculations, the rear axle is rotated to the actual working condition where one wheel is in the furrow, and thus is lower than the other which is on unplowed ground (Figure 4.11). The resulting load distribution to the lower and higher wheels, R,1 and R,h, will then be calculated by equations 4.19 and 4.20. However, the front axle load is evenly divided between the two front wheels due to the action of the pivot point where the front axle is attached. 4 FWD Rrh J— l~— L1. _+__ L. _~. l$ L er Figure 4.11 - Dynamic load distribution on tractor rear wheels 48 L}, W*sin03*CGY R,1 = R, * —L_ + L (4.19) Rrh = R.r * if} - Waksmfifm (4.20) where: L = \lTread2 - FWD2 (4.21) L}, = g L + RRngEAWD (4.22) L] {EL - “151.2521“ (4.23) 03 = tractor's roll angle _ - 1{__FW_P_} " 3m Tread Tread = tractor's rear wheels tread, cm FWD = front implement working depth (Figure 4.7), cm The optimal three-point hitch geometry should promote a certain R,/Rf ratio in order to obtain the best tractive efficiency for an FWA tractor. If this condition is not met, the geometries of both front and rear three-point hitch should be redesigned until the optimal R,’Rf ratio is obtained. 4.3 W 4.3.1 W The equations above can be used to calculate the dynamic load on the front and rear wheels for any given combination of hitch configuration and static weight distribution. Thus, the first aspect of performance, namely ’ 49 slippage (s) of each wheel on a soil with a given value of cone index (CI), can be calculated for given values of pull by equation 4.24. S = fich— ln 1307152 (4.24) ' “ 0°75'(ii+‘c"_+°'°4) n where: on = wheel numeric, defined in Section 2.1.2 P = pull delivered by the wheel, N R = dynamic load on the wheel, N 4.3.2 W The second aspect of performance, namely tractive efficiency (TE) for the tractor must now be calculated in a stepwise manner on a per wheel basis. Using the calculated values of slippage for each wheel from equation 4.24, an individual TE for each wheel can be calculated using equation 4.25. { % + 0.04 } TE = 1 - 1 - . ( 8) 0.75 (1 - e'0-3 cn s) (4 25) Based on the individual values of TE, the power delivered to each wheel (HP) can be calculated by equation 4.26. a: PTEV (4.20) HP: where: HP = input power to each wheel, kw V = tractor's advance speed, m/sec Finally a value of tractive efficiency (TEt) for the tractor can be obtained as a quotient of the sum of the power developed by the 'wheels AFII 50 (2‘. PW) and the sum of input powers to the wheels (2‘. HP) as shown in equation 4.27. _ EP*V 'ZHP TEt (4.27) 5. SIMULATION MODEL The equations described in Chapter 4, along with appropriate solution procedures and the usual input/output subroutines have been incorporated into a computer program. Appendix B shows the Pascal-like pseudo code of this program. The logic of this program is outlined in the flow charts presented in the subsequent sections. The computer code is written in such a way that the model can be used in two different modes. 5.1 W A block diagram showing the interactions of the main subroutines is illustrated in Figure 5.1. The main routine is designed to serve as an interface between users and the model. With a main option menu shown on the computer output device (usually it is the monitor screen), the user would initiate the selection of option by typing an appropriate number. After the validation of option selected, the corresponding subroutine would be initiated. There are six options available in the program. Three are devoted to the input, retrieval, editing, and saving of tractor and implement parameters and the field working conditions. The fourth option is used to analyze field test results and the fifth one is used for optimizing the tractor performance. The last option handles the finalization of program execution and exiting of the program. 51 52 85mm 8.0.80.8 888288 mo 80.802 2005 - fin 080mm + 828283 02888500 29:88 3:50.— 303 20¢ + + 00% N. 55% E: 8.5% 858 05.22 0:052:00 manic? + 0:350» 0.8308080 20803:: 083:0.— 33080.80 8300.5 5:08 80390 + + 53 The logic for the input, retrieval, editing, and saving of the input parameters is illustrated in Figure 5.2. Since the handling of data regarding the tractor, the implements, and the working conditions have similar logic, they are presented in one flowchart. The input parameters for either the data analysis or simulation mode can be entered into the model either as templates (Tables B.1, B.2, and B.3 in Appendix B), or as step-by-step keyboard entries in response to interactive statements presented by the program in the same order as those of the templates seen in the tables mentioned in this paragraph. The templates have an advantage that they can be set up in any text editing program (e.g. a word processor), stored as text files, and then loaded into the model from memory or disk, usually this is faster than the step-by-step keyboard entry. The stepwise keyboard entry, however, minimizes the likelihood of typographic errors, especially those which might affect the data column positions which are critical to FORTRAN data handling. In either way it is possible to change the value of a given parameter by invoking the editing subroutines. 003.38 Mahayana $0080.89 mo €030 33m - Nd gamma 0 0 E 03080an 003050.89 0.30 03$ 03080.53 39: 0.0 00000823 0:00 use: “0.83.3: 0w» 55 The input parameters are clustered in three sets, each with its own template or keyboard entry subroutine. The first of these, listed in Table B.1, includes the dimensions and static weight distribution of the tractor and dimensions of the hitches. The second set, listed in Table B.2, represents the implement dimensions. The third set, listed in Table B.3, includes the working conditions such as working depth, ground speed, type of soil and cone index, along with the forces acting on the three point hitches. This arrangement makes it easy to enter each set of data with different combinations of tractors, implements, and working conditions in a modular fashion for analysis of experimental data and especially for simulation runs. 5.2 Detainalxsimodc The computer program can be used to analyze experimental data to calculate values of some parameters, especially performance parameters such as dynamic load and TE, which would be difficult or impossible to measure with instruments. A flow chart showing the logic of the program operating in the data analysis mode is illustrated in Figure 5.3. In this mode, one would measure the values of input parameters such as tractor dimensions, static weight distribution, hitch dimensions, implement dimensions, and soil properties. Then experiments would be conducted in which forces acting on the hitches and motion of the tractor and wheels, as well as the implement's working depth would be measured and recorded. These input parameters and experimental data would then be used to calculate the values of dynamic load and TE. l calculate front and rear axles dynamic loading result file name/ calculate individual wheel pull force results call tractor, calculate total implement, and pull force working condition handling routines calculate TE calculate implement working depth save results calculate three-point hitches working geometry return main Figure 5.3 - Flow chart of the simulation program operating in the data analysis mode 57 5.3 Sinnflationmodc The model can also be used as a type of simulation or optimization model to predict the consequences of changing such parameters as dimensions of hitch components, static ballast, and implement dimensions. A flow chart showing the logic of the program operating in the simulation mode is illustrated in Figure 5.4. As in the case of the data analysis mode, one would begin by entering all of the measured tractor and implement dimensions, desired implement working depth, tractor's static ballast, along with field conditions such as ground slope. Since experimental data are not being used in the simulation mode, one must enter a set of values for the forces acting on the hitch. Unlike the situation with drawbars where forces transferred to the tractor can be predicted from hitch position and implement pull, the interactions between an implement and a three point hitch are much more complex than the interaction when a drawbar is used. Although the resultant forces applied to a three-point hitch by an implement can be predicted using empirical equations (see ASAE Data D230.4), the analytical decomposition of force components applied to each link can not be done easily. The reason is that forces acting on each link and the center of resistance of implement are functions of three-point hitch geometry, which represents a non-linear relationship between components. Thus some experience is necessary to help the selection of appropriate values. For example, the force components used in this simulation were selected from the field test data to present three different loading modes. Once these values are entered the model will calculate front and rear upper link lengths and dynamic load on each wheel. tractor model / r—no 3'68 if call tractor, implement, and working condition handling routines L compute front and rear three-point hitches working geometry l compute front and rear upper link lengths compute dynamic load I within compute implement penetration condition - n o permissible load ? is compute dynamic load distribution show simulation results return m ai n Figure 5.4 - Flow chart of the simulation program operating in the data simulation mode 59 Before the simulation, a target value of dynamic load distribution ratio must be selected based on previous experience or the results from other research projects which would result in maximum TE. The calculated dynamic load distribution ratio can then be compared with this value. If the calculated dynamic load distribution ratio would not likely result in maximum TE, then a selected input parameter could be changed interactively and a new set of values of dynamic load calculated. This would be repeated until the calculated value of dynamic load distribution ratio approached the selected target value. However, the effects of front and rear three-point hitch geometry on dynamic load distribution are not only functions of the hitch dimensions, but also functions of how the forces are applied on the hitch. It would require a great amount of knowledge about these functions to implement an algorithm to decide mathematically how the parameters should be changed during the simulation in order to approach the preset dynamic load distribution. Since the implementation of this algorithm is not possible at this moment due to insufficient knowledge about these functions, the simulation process must be done one iteration at a time and the user must make judgements about which parameter should be changed for the next iteration. Some simulation results are discussed in Chapter 7 regarding this concern. Automated simulation for optimization would be possible only after more detailed research. Also note that the model does not predict values of TE directly because there appears to be no adequate model to Predict slippage from soil properties and dynamic load. When the model is used in the experimental analysis mode the values of slippage are obtained from experimental measurements of tractor and wheel motion, thus the 60 Equations 4.24 and 4.25 can be used to predict the values of tractor wheel pull and TE. 6. FIELD TESTS 6.1 2mm An FWA tractor equipped with a conventional rear three-point bitch and a front mounted three-point hitch was used for the field tests. Two fully mounted, reversible moldboard plows were used for the experiments. 6.1.1 mm The tractor used in this research was a Ford1 agricultural tractor, model 7610, with fiont wheel assist. The nominal PTO power of this tractor was 64.1 kW (86 hp). In addition to a standard rear mounted three-point hitch, the test tractor came equipped with a front mounted three-point hitch. The front hitch was manufactured by Ransomes Company of England and imported to the United States. Table 6.1 shows the size of tractor tires, the tire inflation pressures used during the field tests, and the rated permissible loads at corresponding pressure published by the Tire and Rim Association (1986). 6.1.2 Imnlsmcnta The implements used for the field test were two reversible moldboard plows. They were made by the same company that made the front hitch. Each plow had three bottoms with the nominal cutting width of 35.6 cm (14 1Trade names are used in this dissertation solely to provide specific information. Mention of a product name does not constitute an endorsement of the product by the author to the exclusion of other products not mentioned. 61 62 inches). The only difference between these two plows was in the mounting frame. One was designed for conventional mounting on the rear hitch of the tractor, the other was for front hitch mounting. Both frames were designed to allow addition or reduction in the number of bottoms. Table 6.1 - Specification of tractor tires . . Inflation Pressure Permissible Load Tire Slze kPa (psi) N (lb) Rear 18.4-34.6, 6 ply 111 (16) 22100 (4960) Front 136-24, 6 ply 152 (22) 13200 (2960) The front plow was mounted so that its angular position could be moved, from the center line of the tractor during transport, to an offset angle toward the right or left of center for plowing. With the front gage wheel running in the previous furrow, the last bottom would leave a new furrow for the tractor wheels. The rear plow was mounted in the conventional way. With either the right or left tractor wheels running in the furrow, the front bottom of the rear plow should cut beginning from the furrow edge. Figure 6.1 shows an overview of the tractor with two plows mounted in working position. 0263 600558 .800 98 39¢ 55 5000.5 mo B03005 - H6 0.89m 64 6.1.3 Statiumightandmllinaradms The tractor and plows were weighed on a platform scales. The tractor with front bitch and the operator weighed 44200 N (9940 lb). The rear plow with 3 bottoms weighed 10100 N (2260 lb). The front plow with 3 bottoms weighed 11600 N (2600 lb), but was reduced to 9250 N (2080 lb) when one of the bottoms was removed. Table 6.2 shows the tractor total weight and static load distribution on both axles with the three-bottom plow attached to the rear hitch and the two or three-bottom plow attached to the front hitch. Note that the removal of one bottom from the front plow drastically reduced the front axle load. Table 6.2 - The weight distribution of tractor with plows attached no plows 3 fi'ont x 3 rear 2 front x 3 rear Rear axle load, N (lb) 26900 (6040) 33200 (7460) 37300 (8380) Front axle load, N (lb) 17300 (3900) 32000 (7200) 25600 (5760) Total weight, N (lb) 44200 (9940) 65200 (14660) 62900 (14140) The tractor wheels' rolling radii were measured in the field with implements and data acquisition system mounted. The plows were lowered but without cutting the soil. To prevent wheel slippage, the tractor was towed by another tractor at the lowest speed possible. The values were obtained by measuring the linear distance covered by 10 revolutions of the front and rear wheels respectively. Then the rolling radii could be calculated easily by the following equation: r = 261; (6.1) where: r = rolling radius, cm L = distance covered by 10 revolutions, cm Table 6.3 - Tires' rolling radii, unloaded radii, and section widths 3 front x 3 rear 2 front x 3 rear cm (inch) cm (inch) Rear Front Rear Front On Land 79.5 (31.3) 57.2 (22.5) 78.5 (30.9) 57.9 (22.8) In Furrow 76.5 (30.1) 56.6 (22.3) 75.7 (29.8) 57.2 (22.5) Unloaded 82.7 (32.6) 60.5 (23.8) 82.7 (32.6) 60.5 (23.8) Sect. Width 46.7 (18.4) 34.5 (13.6) 46.7 (18.4) 34.5 (13.6) The measurement was made in two different situations: one with two wheels running in an 8-inch deep furrow, the other with the wheels running on unplowed land. The results are presented in Table 6.3 along with unloaded tire radii and section widths which were specified in the Tire and Rim Association Yearbook (1986). Note that the difference between the rolling radius of the in furrow rear wheel and that of the on land rear wheel is significant due to the weight shifting caused by the shift of tractor's center of gravity toward the furrow side. However, the front 66 wheels don't display this difference because of the action of pivot point where the front axle is attached. The small difference is caused by the weight of front axle and wheels. 6.2 W A microcomputer based data acquisition system designed to meet Objective 3.2.2 was developed and mounted on the tractor. There were 15 sensors used on the plowing system to monitor the tractor's engine speed, ground speed, front and rear wheels rotational speed, front drive shaft torque, and forces acting on the front and rear three-point hitches. The signal from each sensor was supplied to an appropriate channel of a signal conditioner, then to one of 16 channels of an A113 analog to digital (AID) converter, and the digital information was then recorded by a computer as outlined below. Many components developed for this system were utilized and tested in another study in conjunction with Tembo (1986), thus details of these components were presented therein. Note that the sensors used to measure forces acting on the front three-point hitch were the same type as those used on the rear three-point hitch, thus they were calibrated by the same procedure as described in Tembo's thesis and had the same measuring accuracies. Also, the sensor used to measure the torque on the front drive shaft had the same property as the one used to measure the PTO torque by Tembo. 62.1 W A series of investigations was undertaken to find the best suited three-point hitch dynamometer for this research. In the past, the majority 67 of three-point hitch dynamometers developed by several researchers consisted of two subframes, one of which attached to the tractor and the other to the implement. The two frames were connected by a transducer capable of measuring forces between them, (Devine and Johnson, 1979; Langwisch and Frisby, 1976; Johnson and Voorhees, 1979; Kendall, et a1. 1984). Although this type of dynamometer was interchangeable among different tractors, it had the disadvantage of adding additional weight to the tractor hitch if it was constructed to withstand loads from large implements. This type of dynamometer also extended the implement rearward, thus altering the tractor's operating characteristics. These disadvantages made this type of dynamometer incompatible with the main objective of this project, which was to analyze the tractor dynamic weight distribution under normal operation with rear and front mounted implements. A Hoag and Yoeger (1974) described an extended ring load cell transducer which measured a vertical and axial force. Luth et a1. (1978) described the use of this transducer mounted in the lower draft links of a three-point hitch so as not to alter the original hitch geometry. Bandy et a1. (1985) adapted Luth's idea and constructed a dynamometer at Texas A&M University. They cut off the original lower links. An adapter bracket was welded to each link. An extended ring load cell was bolted to each bracket and the original telescoping link from each lower link was welded to the load cell. This dynamometer had the advantage of maintaining the original three-point hitch geometry, as long as we assumed that the alignment of link and bracket was perfect after welding. However, the interchangeability of this dynamometer was limited to those tractors with equal dimensions at the lower links. 68 In order not to alter the original hitch geometry, the ability to interchange between different tractors had to be sacrificed. Thus, the above type of dynamometer was selected for this research. To simplify the construction process and to avoid any inaccuracy in fabrication, it was decided that the strain gages would be applied directly to the original lower links. 6.2.2 WW The surfaces of the telescoping parts of the lower links of the rear three-point hitch were milled so that the adjacent faces were perpendicular to each other and the opposite faces were parallel to each other. Because the telescoping link system was not a symmetrical, straight beam, the neutral axis could not be determined geometrically. A stress coating was used to determine the neutral axis. The upper link had one set of strain gages, and each lower link had two sets of strain gages. Each set had four strain gages forming a full Wheatstone bridge. The advantages of full bridges are higher sensitivity and guaranteed temperature compensation. However, the lead wires must have the same length so that no error is caused by the difference in the wire resistance. One Wheatstone bridge on each lower link was set to measure the force parallel to the center line of the tractor. The other bridge on each lower link was used to measure the force perpendicular to the link. There was one Wheatstone bridge on the rear upper link to measure the axial force. Signals from these 5 Wheatstone bridges were passed through 69 appropriate channels of the signal conditioner to channels 1 - 5 of the A113 A/D converter. The front upper link had the same configuration and single Wheatstone bridge as the rear upper link. The front lower links were bolted to a rigid frame which could move vertically by the activation of a hydraulic cylinder but could not move laterally. The two links were machined to have parallel surfaces. Two full Wheatstone bridges were attached to each link to function the same as those on the rear links. Signals from the front 5 bridges were conditioned and supplied to channels 10 - 14 of the A113 AID converter. 62.3 W A set of four strain gauges forming a single Wheatstone bridge on the front wheel drive shaft were connected to a combined voltage to frequency (V/F) converter and FM transmitter which, along with rechargeable batteries, were embedded in an aluminum ring on the drive shaft. The FM receiver and frequency to voltage (F/V) converter were mounted inside the tractor cab where the voltage output of the FN converter was connected to channel 15 of the A113 A/D converter. 62.4mm Other sensors, some of which utilized signals from a Dickey john Tractor Performance Monitor 11 (DjTPMII, described in detail in Tembo, 1986), are summarized as follows where Channel numbers refer to specific channels of the A113 A/D converter as shown in Figure 6.2. 70 OJ 0.8330: 839mm now—6380 30v mo 550.8»?ch .N.@ 0.33% bofiam 89c :83 8 09> S 0:05 #3235 .5525 04> ON H “usage 6:82 E hows—mlfiLéokm o $05005 088 95> £0“ 0:95 39%:805 02$ 98> Emmy 0:95 gigofimbm ==m .Ntoa #2 0:95 QATJIfimflAVEEm =.5 .88; 20: 8:20 0598 £05 035 000%“35 Keyboard 3 0354,28 5:05 3 mflwé LB 635 489 s uflanfioo 0: 03% 2H4 Going—30 365 3 0285. Eu 0 www.mo O mehum 520m _|._.v0.rm 00.5w JG: a8 0:00am 2mm 1.00:3 0:95 520w $0.5 2mm 30:3 83% 50¢0MAL¢0£ “000% 3520 flags; Sam 05mcm CF; 0 mmwmo U CmN-Hum 00.5w 0?: m8 80m aAdoll m 00 £05m 00.8% .020.» ”$0— 50% aAdol. 00 :8th 028 35> Sui 80m Eu 6 00 U :Ebm :am £5: £3 50m Eu 6 G 50me :05 5.8; Em? uwwm “0.83% :8 noon—35.5. 053—3, 3:30 mH vH mu NH N H 53:52 35:25 71 Engine speed in revolutions per minute (RPM) [Channel 6] was obtained from the frequency signal generated by the DjTPMII RPM sensor fitted between the existing mechanical drive sender and the tachometer cable. The signal was processed through an M1080, 10KHz F/V converter and was read by the A113 A/D converter. Ground speed, [Channel 7] was obtained from signals generated by the DjTPMII radar unit, processed through an M1080 F/V converter, and also read on the A113 A/D converter. To measure front and rear wheel angular velocities (RPM), sprockets were mounted on the axle hubs just inside the right front and right rear wheels. Cylindrical pole piece magnetic pickups (Wabash Inc.) were mounted on brackets and positioned near the periphery of each sprocket. The brackets were very rigid to avoid variations in the distance between the magnetic pickups and the sprockets, and thus minimize noise in the signals. As the wheels turned, the passing of the sprocket teeth and gaps past the magnetic pickup caused an alternating signal whose frequency was proportional to the wheel RPM. These signals were processed through M1080 F/V converters, and the voltage supplied to Channels 8 & 9 of the A113 A/D converter. 6.2.5 W The signal conditioner, A/D converter, computer, battery power source, and their mounting inside the tractor cab are described in more detail by Tembo (1986). An FM telemetry receiver was added to the system to receive signals from the torquemeter (see 6.2.3). One important point was that each component was chosen to meet the objectives of system 72 flexibility, documentation, high volume and high speed data storage, durability, and compactness. Because of the ruggedness of the units chosen only moderate precautions regarding enclosure (a plastic film around the Apple 11 computer) and vibration resistant mounting (e.g. foam plastic padding in wooden box) in the tractor cab was necessary. Special care was taken to provide a stable source of electrical power during operation. This was accomplished by using a high quality 1 2VDC-1 20VAC, 60HZ, 500 watt sinusoidal voltage converter powered from a 12VDC free- floating ground battery, disconnected from the tractor charging system during operation. This precaution of disconnecting the battery prevented the possibility of electrical spikes or noise (e.g. from engine RPM fluctuations) from reaching the data acquisition system. More importantly it also prevented the possibility of current leakage from the transducers to the tractor ground. Also, during tractor operation, all data was stored in the RAM memory of the computer, thus avoiding possible errors and damage in the disk drives (see section 6.4 below). 6.3 Sansoncalihmtion 6.3.1 WW Details of procedures to calibrate the Wheatstone bridges on the three point hitches are given in Tembo (1986), however several key points are summarized here. As illustrated in Figure 6.3a the horizontal load was applied to each link (i.e. front & back, upper & lower) by a hydraulic cylinder which was carefully aligned so that the force was applied parallel with the tractor center line to simulate the longitudinal draft. The output of 73 each axial Wheatstone bridge was then correlated to that of a Chatillon HCL hydraulic tensiometer (John Chatillon and Sons). Because the links are not exactly symmetrical nor straight some vertical forces may be generated, and because there is a cross-bar between the right and left lower links some forces may be transferred across to the opposite link. Thus, output from the axial sensor of the opposing link and from the vertical sensors of both the loaded and opposite links were also recorded to evaluate these "cross signals". When vertical loads were generated in each of the lower links by the test tractor's hydraulic system, the angle of the link was not necessarily exactly horizontal (see Figure 6.3b). Thus, the link angle with respect to horizontal was recorded along with the outputs of the axial and vertical sensors and the Chatillon tensiometer. Again, the axial and vertical sensor "cross signals" from the opposing link were also recorded. An additional precaution was exercised with the front lower links which were bolted to a frame that induced stress in the links. After calibration, the bolts were not tightened or loosened since this would alter the induced stresses. The possibility of "cross signals" being generated by lateral or side forces was tested, and were found to be negligible. 74 000.80 Boat? 0:... 350388 3 0008.“ gusto: 0%. 953330 B ”a: 000 550.538 009% :Ruum - m6 03E 3V 10% 030808908 - v ~30Eofimcr€ 02:053.“ - m 0000: 0250.6»: - N 2015—48 0:505»: M05603 - H A3 75 6.3.2 12110119111919): One end of the tractor drive shaft (approximately 210 cm long) was fixed in a vice, and the other end was supported on a stand with a free turning roller perpendicular to the shaft. The surface of the roller was smooth and hard, thus the fi'iction between the shaft and support was considered negligible. A 91 cm long torque arm was fastened to the free end of the shaft, 9 series of weights was added. and the output of the torquemeter was recorded. Also, as each weight was added the angle of the torque arm changed slightly, so the angle of the arm with respect to a horizontal line through the center of the shaft was measured in order to calculate the effective arm length and true applied torque. 6.3.3 (21119119115023 The primary signals for engine RPM, ground speed, and wheel RPM were in the form of frequencies which, especially in the case of the RPM measurements, were based on mechanical action and thus not in need of calibration. However, each of the FN converters was calibrated by supplying known frequencies from an accurate signal generator, and measuring the voltage output of the converter. 6.4 Qamputansaflwara 6.4.1 Datamllacfianmzram The data collection program, developed for an Apple IIe microcomputer, was designed to occupy as little memory as possible since the data were stored temporarily in RAM memory during each 76 experimental run of the tractor. It was important not to use the disk drive during tractor operation to avoid the introduction of noise, data loss, and possible damage to the drive because of mechanical vibration. The program was also user friendly, and informative, so that the operator knew what the computer was doing at each step. At the beginning of each run the operator could enter the number of data sets to be collected and the interval at which the computer would query the A113 AID converter, ranging from 0.05 ms to 1 8. When the tractor reached steady state operation during an experimental run the operator could initiate the data collection procedure with a single keystroke. After each experimental run the program was continued by the operator to verify the data and thus the functionality of the sensors before the data were recorded on a fl0ppy disk. The 12-bit digital data were stored as an ASCII file in order to provide transferability to other computers for analysis. 6.4.2 Warm Data from the field experiments were processed in two steps. First, the data (still in 12-bit digital form) were transferred from disks through an Apple IIe connected directly to a Macintosh computer by a BASIC program written specifically for this purpose. A second program written in FORTRAN 77, with proposed FORTRAN 8x extensions was used to convert the 12-bit digital data into real numbers representing the voltages sent from the signal conditioner to the A113 AID converter. These voltage values were then converted by the appropriate calibration equations to represent the parameter measured by each sensor. These parameter values then were 77 stored on disks for later analysis and interpretation by the simulation model. The steps in these data transfer and analyses are represented in the following flowchart. (Figure 6.4) 6.5 W All of the tests were conducted on the Michigan State University farms for two seasons. The field used during the first season (1986 Summer) consisted of a sandy soil with an average cone index of 45 N/cmz, ranging from 38 to 70. The field used during the second season (1987 Summer) consisted of silty-clay soil with an average cone index of 90 N/cm2, ranging from 70 to 176. Cone index was randomly sampled in 30 locations in that area of each field where several runs were to be conducted. Moisture content, measured in random samples from the second field, ranged from 7% to 12%, dry base. Both fields were relatively flat with average slopes (longitudinal and lateral to the plowing runs) averaging no more than 1°, with occasional longitudinal slopes up to 4° during portions of some runs. # of data files data file name I open data file I raw data convert digital data to analog data calculate primary results using calibration equations —no calculate derived ~ results using primary results 1 I statistic summaryW < save resultsi l decrement # of data file #ofdatafile=0? Figure 6.4 - Flow chart for the field data analysis program 79 In addition to the fifteen variables monitored by the data acquisition system, the tillage depth and width of the front and rear plows were measured after each run, along with pitch angles of the tractor and six links. Tillage depth for the rear plow was determined at three positions along the length of the run, by placing a level on the surface of unplowed ground adjacent to the furrow, and measuring the distance from the lower side of the level to the bottom of the furrow (Figure 6.5). Because the rear plow cuts and covers the furrow formed by the front plow, tillage depth for the front plow could be determined only in that portion of the front furrow which remained between the front and rear plows when the tractor was stopped. Tillage width at three positions along the plowing run was determined as the distance from the new edge of plowed ground to three respective pre-set stakes minus the distances of the previous run (Figure 6.5). The field tests were designed to measure the effect of varying ground speed, different soil conditions, different combinations of front and rear plow bottom numbers, and the impact of upper link length on the implement's draft, power requirements, and overall field performance. The parameters were varied in the following order: 1) four different ground speeds with other conditions fixed 2) three front bottoms versus two front bottoms 3) different rear and front upper link lengths, in order to obtain different tensile or compressive forces in the upper link A total of 36 tests for the 1986 season and 24 tests for the 1987 season were conducted. Plow adjustment and hitch geometry, except rear and front upper link lengths, were kept constant. £00“. 98 £33 03303 mo 0008050002 - m6 200E 0qu 0:00.50 00:3me _ 05050.5 _ £23 05320 K £80 woflfiummfln HEP—L50 PTO: a to dat: ope: ope) Sign quic disk then 81 At the beginning of each run, with the tractor in position, the data collection program was initiated to the "stand-by" condition, then the plowing run was started. When the tractor's forward speed and plowing conditions were steady, the data collection procedure was executed. The program was set to collect all 15 channels of data at 0.1 second intervals for a total of 500 data sets, thus 50 seconds of plowing time. During the run, data were stored only in the RAM memory of the computer to avoid operating the disk drive while the tractor vibration might disturb its operation. When the data collection was completed, the operator was signaled by the monitor and the tractor was stopped. The data could then be quickly checked, channel by channel on the monitor, and then stored on disk. The measurements of tillage parameters, as described above, were then taken. f] ar pe TE eqi val cal: loac dep. 00a 7. RESULTS AND DISCUSSION 7.1. we: 09:0: 2 H: o..1° a: 1‘:.: o 1' o 'QO‘UU‘J : Before reporting and interpreting the results of field experiments in this study, it is useful to summarize certain points established in previous chapters. First, the review of published literature (Chapter 2) indicated that the relationships between dynamic load distribution, slippage, pull, and TE are very important in comparisons or optimization of tractor performance. Second, two of these parameters (i.e. dynamic load distribution and TE) must be calculated stepwise on a per-wheel basis from appropriate equations (Section 4.2). During the course of these calculations, individual values at each wheel for dynamic load, pull, TE, and horsepower, must be calculated using measured values of tractor and hitch dimensions, static load, forces acting on the hitches, tractor speed, wheel numeric (which depends in part on soil cone index), and slip. Third, the tractor's wheel motion was not measured simultaneously on all wheels during each experiment as discussed below. 7.1.1 Saflmnaindaxandnthauoilmaemgs Measurement of cone index was conducted in a manner that several measurements of cone index were made to a depth of 15 cm (6 inches) with a standard instrument at random positions in the test area of each field. 82 ____..~ «w V8. the van' talc any inst Teac imp. reac the CI (by. dep1 83 The average values, standard deviations, maximum values, and minimum values are shown in Table 7.1. Table 7.1 - Average, standard deviation, and range of cone index measurements. (See also Section 6.5) Average Std. Dev. Maximum Minimum Sandy Soil 45 10.5 70 38 Silty-Clay 90 33.1 176 70 Note: 30 values of cone index were collected for each type of soil There are several possible consequences of both the variability and the method of these measurements. First, the cone index used in the calculations for each run was assumed to be the average value for the whole field. Considering the variability of these measurements in different parts of the field the calculations involving the wheel numeric (e.g. Equations. 4.21 and 4.22) for any given run could be considerably different from the actual conditions. Second, the maximum value of force during penetration of the instrument was recorded, regardless of whether that maximum was reached at the top, middle, or bottom of the 6 inches stroke. A general impression during these measurements was that maximum force was reached toward the bottom of the stroke in the sandy soil, but near the top of the stroke in the silty soil which was somewhat crusted. Thus the value of CI may have been correct for wheels on the silty soil surface, but overvalued for wheels on the sandy surface. However, since the front plow cut to a depth of approximately 8 inches, the cone index of the soil under wheels in t11« vvli tile sli; rail iricl arni d5?) app} estiz ttua¢ 84 the furrow might have been overvalued for the silty furrow, and undervalued for the sandy furrow. A sensitivity analysis of possible effects of these variations and assumptions regarding cone index will be shown in Section 7.1.4. Wheel motion was measured only on the right front and right rear wheels as described in Section 6.2.4, and the amount of slippage in each of these two wheels was calculated using Equation 2.4. The amount of slippage in each left wheel was calculated as an inverse function of rolling radii of these wheels. The geometric inputs (including the lateral inclination resulting from the wheels on one side running in the furrow) and force transfer equations of the model are believed to closely predict the dynamic load distribution. However, considering the possible problems of applying average values of cone index to the soil surface and furrow, the estimation of slippage in the left wheels, based on the measured behavior of the corresponding right wheels, is subject to question (Table 7.2). Note that the measured slippage of the right wheels was higher on the surface of the sandy soil than in the furrow, and was lower on the surface of the silty-clay soil than in the furrow. These measured slippage patterns are consistent with the suggested variation of cone index measurements as a function of soil depth discussed in Section 7.1.1. However, this discrepancy should be canceled by the opposing runs in each test and thus in the final averages. T2 the efie pul incl inu eXp use by 7.] 85 Table 7.2 - Average slippage in the right (measured) and left (estimated) wheels running respectively on the soil surface and furrow during opposite direction runs. Right wheels Left wheels Avg. slip (measured) (estimated) (R+L)/2 Sandxfiail Surface 0.147 Furrow 0.143 0.145 Furrow 0.132 Surface 0.136 0.134 5'“ _ l S .1 Surface 0.116 Furrow 0.118 0.117 Furrow 0.147 Surface 0.150 0.148 Note: each test consisted of two runs, one in a direction that the right wheels running in the furrow, and the other in the opposite direction with the left wheels running in the furrow. Fortunately, there are several ways to either minimize or evaluate the potential effects of these averaged soil properties, along with possible effects of longitudinal and lateral slope, on the calculation of slippage and pull and TE. First, these effects were minimized as much as possible by including two runs of opposite direction in each test. Secondly, certain intermediate calculations can be checked against independently obtained experimental results (e.g. Section 7.1.3). Third, sensitivity analyses can be used to evaluate the amplitude of variations in the final calculations caused by variations in any given parameter (e.g. Section 7.1.4). 7.1.3 W One means of evaluating the effects of estimated slippage and/or cone index is to note that a predicted value of total pull can be obtained by Ri 0n Ri} in 86 summing the calculated horizontal force or "pull" exerted by each wheel (Equation 4.21 rearranged). This predicted value of total pull can then be compared with the total pull determined from the measured hitch forces. Such comparisons of predicted and measured pull in individual runs on sandy and silty soils are illustrated respectively in Figures 7.1 and 7.2, in which S denoted that right wheels (instrumented) are on the land surface, and F in the furrow. The averages of the data shown in the above two figures are summarized in Table 7 .3. Table 7.3 Average of total pull as predicted from individual wheel data and as measured from hitch forces Sandy Soil Silty-clay Soil Predicted Measured Predicted Measured Right Wheels 16100 12000 23500 23100 on surface Right Wheels 14400 15400 27100 20400 in furrow 87 25 measured pull, kN H N on c H O 40 co O measured pull, kN N O 10 0 surface predicted pull, kN S - Instrumented wheels on surface 25 measured pull, kN H w or o H C 10 15 20 25 predicted pull, kN F - Instrumented wheels in furrow Figure 7.1 - Measured pull vs predicted pull in sandy soil 0 surface 10 30 predicted pull, kN 20 measured pull, kN 40 S - Instrumented wheels on surface 10 40 30 predicted pull, kN 20 F - Instrumented wheels in furrow Figure 7.2 - Measured pull vs predicted pull in silty-clay soil hi 1 th th W pr re re th th. CO) the din to rel ter the 0P] Va~ lin th. 8\' 88 In sandy soil with the right wheels on the surface, predicted pull is higher than the measured pull in nearly all runs (Fig. 7.1-S) and thus in the average (Table 7.3). This is consistent with the high values of slip, and the suggestion that cone index is lower at the surface of the sandy soil. With the right wheels in the furrow the relationship between predicted and measured pull varied from run to run (Figure 7.1-F), but the average predicted pull was nearly the same as measured pull (Table 7.3). These results are also consistent with the suggestion that the maximum force recorded during measurement of cone index occurred near the bottom of the stroke near the level of the furrow. In silty soil the relationships of predicted and measured pull with the right wheels on the surface versus in the furrow are reversed from those of the sandy soil (Figure 7 .2 and Table 7.3). Again, these results are consistent with the suggestion that cone index of the furrow is lower than that of the crusted surface of the silty-clay soil. In both cases it should be noted that some of the measured slippage during a given run may have included brief periods when the wheels began to spin, and thus would not have been following the mathematical relationship between dynamic load, spin, and pull (i.e Equation 4.21). This tendency of wheels to spin in places where actual cone index was lower than the average would have exaggerated the apparent differences between opposite direction runs. It is less likely that this particular source of variability would have cancelled in the two runs within each test. Given the above considerations, and the fact that slip has a non- linear effect on the calculated or predicted value of pull, it is not surprising that there remain some differences between predicted and measured pull even when the opposing runs are combined into a single value for each test K] of 50 the rar. of t and Far rest 89 (Figures 7.3 and 7.4). Specifically, the predicted values continue to be somewhat higher than the measured values. 7.1.4 WW Finally, the extent to which variations of cone index, above and below the average, might influence the calculated values of pull is illustrated in Figures 7.5 and 7.6. In both cases the measured value of pull from 10 selected tests are plotted as closed diamonds, and the corresponding predicted pull based on the appropriate average C1 are plotted as open circles. Then, new values of predicted pull were calculated using values of CI which were 33% lower (open squares), 50% greater (closed squares), and 100% greater (open diamonds) than the average CI. Note that the standard deviation, maximum, minimum, and range of the actual CI measurements (see Table 7.1) were similar to the 33% to 50% variations used in this sensitivity test. Thus the observed variations in the relationship between predicted and measured pull are well within the range that might be expected based on the variability of CI within the areas of the field tests. Nevertheless, problems in the variability of CI in test fields and its effects on slip and pull are common to many other studies (e.g. see variations in pull with time in Figure 7 of Shell & Fox, 1986). Thus, the results of this study should be comparable to others. 2-— :--l u..11-111t| 2v— .::nu malpCI measured pull, kN measured pull, kN 25 20 - O 00 o o 15 - 0 ° 0 00 o o o 00 o 10 - o 0 ° averaged pull 5 l l I 5 10 15 20 ' 25 predicted pull, kN Figure 7.3 - Averaged, measured pull vs predicted pull in sandy soil 40 30 - A A A ‘ A A A 20 - A ‘ A A averaged pull 10 l l 10 20 3O 40 predicted pull, kN Figure 7.4 - Averaged, measured pull vs predicted pull in silty-clay soil pull force, kN pull force, kN 4O 30 20 10 40 3O 20 10 —a— CI = 30 + CI = 68 —°'_ measured —°— CI=45 —°_ CI=90 Figure 7.5 - Sensitivity test of CI on predicted pull in sandy soil CI=60 —°— CI=90 + C1 = 135 '_°—‘ CI = 180 '—'*— measured 1 l l l l l l l l I Figure 7.6 - Sensitivity test of CI on predicted pull in silty-clay soil r1 in< 92 Figures 7.7 and 7.8 illustrate the influence of cone index on the calculated values of pull. The values of predicted pull used to plot Figures 7.3 and 7.4 were calculated by the use of averaged cone index for both in- furrow and on-surface wheels. However, different values of cone index were used for each wheel while calculating the values of predicted pull in preparation of Figures 7.7 and 7.8. The criterion of variation was based on the discussion presented in Section 7.1.1. In sandy soil, the cone index used for in-furrow wheels was the average measured value (i.e. 45), while on- surface wheels used a smaller cone index (i.e. 30). On the other hand, the measured cone index (i.e. 90) was used for on-surface wheels and the reduced value (i.e. 60) was used for in-furrow wheels in silty-clay soil. The results show that the modification has brought the values of the predicted pull closer to those of the measured pull. Total or average slippage in all types of tractors increases with increased pull. This relationship in the present study is illustrated in Figures 7.9 and 7.10 on sandy and silty-clay soils respectively. These results are of the same magnitude and slope as those reported in other studies of 4WD or FWA tractors (e.g. Meuller & Freer 1986, Wismer & Luth 1972), and have comparable or even less variability (e.g. Wismer & Luth 1972, Bashford, 1984). measured pull, kN measured pull, kN 20 15 10 40 30 20 10 93 ° sandy l l l 10 15 20 25 predicted pull, kN Figure 7.7 - Pull Prediction using variable cone index in sandy soil 10 A averaged pull 20 30 40 predicted pull, kN Figure 7.8 - Pull prediction using variable cone index in silty-clay soil total slip total slip 0.20 0.16 0.12 0.08 0.04 0.00 0.20 0.16 0.12 0.08 0.04 0.00 '- O - 0 total slip f slip = 0.0060*pull + 0.0593, R2 = 0.526 a l n l 1 l 1 l n J 8 10 12 14 16 18 measured pull, kN Figure 7.9 - Averaged slip vs measured pull in sandy soil A total slip - slip -_- 0.0066*pull - 0.0152, R2 = 0.583 1 L l 1 J 1 l L l j I 18 20 22 24 26 28 30 measured pull, kN Figure 7.10 - Averaged slip vs measured pull in silty-clay soil ‘_ ei 0b 7.2.2 A major objective of this study was to determine the extent to which performance of an FWA tractor with front and rear implements could be optimized by adjustments affecting dynamic load distribution ratio. The relationships of slippage and TE with dynamic load distribution ratio on sandy and silty-clay soils are illustrated respectively in Figures 7.11 and 7.12. In the case of the sandy soil there was little change in slip as a function of front load ratio, however, TE increased from about 0.52 to 0.68 as front load ratio increased from 0.2 to 0.4. This magnitude of optimal TE at a front dynamic load ratio of 0.4 in FWA tractors, especially on loose soils, is consistent with essentially all of the published studies. Although no attempt to measure or calculate rolling resistance is being made in this study, it is possible that the 0.4/0.6 f/r load ratio results the best distribution within this experiment's range, and thus a reduction in total rolling resistance and an increase in TE. In the case of the silty-clay soil there appears to be little change in either slippage or TE. Again, this is consistent with other published observations, and may result because there is less opportunity to minimize rolling resistance on firmer soils. Finally, the apparent limited opportunity for optimization in this tractor system (i.e. :t 15%) is not surprising since similar values were found in other studies. Furthermore, the front/rear implement system may act to stabilize the tractor (i.e. prevent oscillations) and thus improve performance in the field. total slip and TE total slip and TE 0.8 P 0 Q 0 0 0.6 - 0 o 0 0° 3% o 0 0 TE 0‘4 __ 2 total slip 0.2 - o . . Q.: . O. 0.0 I I I I I 0.0 0.1 0.2 0.3 0.4 0.5 front axle load ratio Figure 7.11 - Averaged slip and TE vs front axle load ratio in sandy soil 0.8 r- O O O o 0 Q9 0 00 0.6 - 0 TE 0.4 - 2 total slip 0.2 - o. O ’ o o ’ .3. 0.0 I I I I I 0.0 0.1 0.2 0.3 0.4 0.5 front axle load ratio Figure 7.12 - Averaged slip and TE vs front axle load ratio in silty-clay soil '1 pr di V8 th tr. 0t 0' CO CO 7.3 Simulatianxaanlts Throughout all of the published studies, and to some extent in the present study, the f/r load distribution has been emphasized as a possible means of optimizing tractor performance. The exact value of f/r load distribution for optimal tractor performance is not known, and clearly varies from one set of working conditions to another. Therefore the following simulations are aimed only toward determining the sensitivity and trends of f/r load ratios resulting from the varied parameters, rather than attempting to optimize TE or other aspects of tractor performance. In the following simulations many of the input parameters (i.e tractor and implement dimensions and weights and working conditions) were similar to those used in the field studies. However, since implements other than plows might be used in other field studies, the simulations were run with three different sets of values for the forces acting on the front and rear three-point hitches. These three sets of forces were chosen to generate either tension loading, neutral loading (i.e. almost no loading), or compression loading on the upper links. Then with each set of loading conditions, simulations were conducted by varying the value of a selected hitch dimension, implement dimension, or tractor ballast. Each selected parameter was varied in seven increments; namely, 0.7, 0.8, 0.9, 1.0, 1.1, 1.2, and 1.3 times the original value of that parameter used in the field tests. All other parameters were held constant during the seven simulations at each of the three loading conditions. The hitch dimensions to be varied in the simulations were the X- and Y-coordinates of the lower and the upper link points of the front and rear hitches, the front and rear lower link length. The implement dimensions t0 lt ‘P 98 to be varied were the front and rear mast heights. The front and rear wheel ballasts of the tractor were also varied. 7.3.1 Efiicctuflhitchjimaasians The first set of simulations was designed to determine the effects of the lower link point X-coordinates of the front and rear hitches on. the f/r load ratio (reported as front axle load ratio). In each case, increasing the value of X moves the lower link point away from the tractor. Figures 7.13 and 7.14 illustrate that this parameter in the rear hitch has little or no effect (Fig 7.14), while increased values in the front hitch greatly increase, moderately increase, or slightly decrease f/r load ratio when the upper link is in tension, neutral, or compression loads respectively. The second set of simulations (Figures 7.15 and 7.16) illustrates that varying the lower link point Y—coordinate of either the front or rear hitches has little or no effect on f/r load ratio. The third set of simulations indicates that varying the front upper link point X-coordinate moderately decreases, has no effect, or moderately increases f/r ratio when the upper link is in tension, neutral, or compression loads respectively (Figure 7.17). Nevertheless the effect of changing this parameter in the rear hitch is opposite to that of the front hitch (Figure 7.18). front axle load ratio front axle load ratio 0.40 + tension —"'— neutral —'— compression 0.35 - 0.30 - '—__.——-—I—I——I-——I———I 0.25 ‘ ‘ ' 30 40 50 60 70 front lower link point X-coordinate, cm Figure 7.13 - Front axle load ratio vs front lower link point X—coordinate 0.40 + tension —"_ neutral —l— compression 0.35 - “Wm 0.30 - I———I———-I——I——-I-——'I—'I 0.25 i l 1 6 8 10 12 14 Figure 7.14 - Front axle load ratio vs rear lower link point X-coordinate rear lower link point X-coordinate, cm 100 —a— tension "—’— neutral —"_ compression 0 0 0 I I I I I 0.40 .2 g 0.35 - h '6 Q .2 O) 1 Q 4.? = 0.30 ~ 43 0.25 12 14 16 18 20 22 24 26 front lower link point Y-coordinate, cm Figure 7.15 - Front axle load ratio vs front lower link point Y—coordinate 0.40 “-5— tension —°— neutral —'— compression O 33 0.35 r- In '3 EI-————n I a a—a—a O 0 c 4 ¢ ¢ ¢ t c ‘E 0 .0 . g 0.30 - I———-I I a I———I———I ‘H 0.25 ' 1 15 20 25 30 rear lower link point Y-coordinate, cm Figure 7.16 - Front axle load ratio vs rear lower link point Y—coordinate front axle load ratio front axle load ratio 100 0.40 0.35 - 0.30 - —-a— tension —’— neutral —'_ compression 0 o 0 o o I I I I I 0.25 12 Figure 7.15 - Front axle load ratio vs front lower link point Y-coordinate 14 16 18 20 22 24 front lower link point Y-coordinate, cm 26 0.40 0.35 T 0.30 *- 0 0 —°— tension —°—— neutral —‘l— compression 0 0 0 <5 I I 0 0.25 15 Figure 7 .16 - Front axle load ratio vs rear lower link point Y-coordinate 20 25 rear lower link point Y-coordinate, cm 30 front axle load ratio front axle load ratio 101 0.40 —a— tension —‘— neutral —'— compression 0.35 - W A A A A A A A ' V ' V V V V 0.25 ‘ 30 40 50 front upper link point X—coordinate, cm 60 Figure 7.1 7 - Front axle load ratio vs front upper link point X-coordinate 0.40 + tension —"— neutral —'— compression 0.35 - ‘P 0 0 0.30 r- m 0.25 L J I I 20 25 30 35 40 rear upper link point X-coordinate, cm 45 Figure 7.18 - Front axle load ratio vs rear upper link point X-coordinate 102 The most dramatic effects are observed in the fourth simulation, where increasing the front upper link point Y-coordinate greatly increases, has no effect, or greatly decreases f/r ratio respectively with the upper link in the tension, neutral, and compression modes (Figure 7.19). However, little or no effect occurred when the rear upper link point Y-coordinate was varied (Figure 7.20) Substantial effects were also obtained in the fifth set of simulations, in this case resulting from changes in both the front and rear hitch dimensions. Increasing the front lower link length greatly increased, moderately increased, or slightly decreased f/r ratio respectively in the tension, neutral, and compression modes of the upper link (Figure 7.21). Increasing the rear lower link length caused a great decrease, moderate decrease, and slight decrease in f/r load ratio with the rear upper link in the tension, neutral, and compression modes respectively (Figure 7.22). 103 0.40 —'_ tension —‘— neutral compression .0 fa 0.35 1: an .2 i +3 5 0.30 cL‘" 0.25 I L I L I I 35 40 45 50 55 60 65 front upper link point Y-coordinate, cm Figure 7.19 - Front axle load ratio vs front upper link point Y-coordinate 0.40 _9_ tension —‘_ neutral —'— compression .2 43 i- E 0.35 “U “Wow 3 i t t e ¢ ¢ ¢ ¢ ‘5’ 0.30 - .____'_____________..___——.————-—-——' ch 0.26 Al I I I 10 12 14 16 18 rear upper link point Y-coordinate, cm Figure 7.20 - Front axle load ratio vs rear upper link point Y-coordinate 104 100 0.40 —“_ tension —*—' neutral —"'— compression 0 a 0.35 _ / In a: a '2 A“/. i - v a.) 8 0.30 - m cf: 0.25 I J I I I 40 50 60 70 80 90 front lower link length, cm Figure 7.21 - Front axle load ratio vs front lower link length 0.40 ‘—""n_ tension —°— neutral —l— compression 0 '5‘ _3 . 'u a .2 i E 0.30 - m 4': 0.25 I 1 I I I 60 70 8O 90 100 11 0 rear lower link length, cm Figure 7.22 - Front axle load ratio vs rear lower link length 120 105 7 .32 WW Only one of the implement dimensions, namely mast height, can be readily changed by an operator, since each implement is designed by the manufacturer to achieve its particular operating conditions. Also, the range of adjustment in this parameter is limited by ASAE Standards. Nevertheless it is interesting to simulate the effects of this parameter and find that increasing the front implement mast height has a pattern of greatly decreasing, not affecting, or greatly increasing f7r ratio respectively with the upper link in the tension, neutral, or compression modes (Figure 7 .23). On the other hand, increasing the rear implement mast height has the effects of moderately increasing, not affecting, or moderately decreasing f/r load ratio respectively with the rear upper link in the tension, neutral, or compression modes (Figure 7.24). 7.3.3 Was]; Finally, tractor ballasting has been frequently used in 4WD and FWA as one way of achieving desired f/r dynamic load ratios. The following simulations confirm the obvious expectation that adding front ballast increases f/r dynamic load ratio (Figure 7.25), and adding rear ballast decreases f/r ratio (Figure 7.26) regardless of upper link loading mode. 106 0.40 ‘45— tension —’— neutral —'— compression .2 " g 0.35 - U I- a U a O n l— g of c c t t *3 g 0.30 .- e: 0.25 L L I I 50 60 70 80 90 front implement mast height, cm Figure 7.23 - Front axle load ratio vs front implement mast height 100 0.40 + tension —‘_ neutral '—"_ compression .0 g 0.35 . M/ I- 1: fl .9. o c c c c c 4' “i a ‘5 O 0.30 '- d: 0.25 I L I I 40 50 60 70 80 rear implement mast height, cm Figure 7.24 - Front axle load ratio vs rear implement mast height 90 front axle load ratio front axle load ratio 107 0.40 0.35 0.30 —E— tension —‘— neutral —'— compression 0.25 , ‘ ' 0 2 4 front wheel ballast, kN Figure 7.25 - Front axle load ratio vs front wheel ballast 0.40 —a_ tension _'°— neutral —'_ compression 0.35 r- 0.30 0.25 ~ 1 ‘ 0 2 4 rear wheel ballast, kN Figure 7.26 - Front axle load ratio vs rear wheel ballast 108 7.3.4 ' z. H:0‘ .. 00:1 a- :.oo.:_ u . :‘g. o. h. .. Attempts to use these simulations to achieve a particular desired f/r load distribution must take into account such practical considerations as the effects that adjustments in hitch configuration would have on the orientation of the implements. In the case of the moldboard plow, altering the hitch geometry could have negative effects on one or more of the three orientation requirements for transport, entry, and normal operation of the plow (see Constraints #3 and #4 in Section 3.3, also discussions in Section 4.1.3 and 4.1.4). An example of such practical limitations is illustrated in Figure 7.27 (same simulation data as Figure 7.19). In this case the shaded area indicates those values of front upper link point Y-coordinate which would result in the plow having an upward angle while the plow were being lowered into operating position. This would prevent normal entry of the plow into the ground. Similar considerations would have to be applied to the other parameters, and all of these limitations might be different for different implements. front axle load ratio 109 0.40 . \\\ “—9— tension —*— neutral '—'— compression 0.35 .A _ \\\\‘-‘ '7 - ( V ' 0.30 0.25 k I I I I 35 40 45 50 55 60 65 front upper link point Y-coordinate, cm Figure 7.27 — Restriction on adjustment of front upper link point Y—coordinate with moldboard plow 70 8. CONCLUSIONS The following conclusions were drawn based on the field tests and simulation results. 8.1 Wm 8.1.1. 8.1.2. 8.1.3. 8.1 .4. Measurements of soil cone index by the standard technique, especially if the values are averaged together for the whole test area, may not be adequate for use in the type of field experiments in this study. Equally important is the fact that the presence of a front implement such as a plow or cultivator presents a special case where the wheels on one side of the tractor may run in a soil condition different from the measured CI. Measurements of slippage in only two of the 4 drive wheels (with estimation of slip in the other two) are also less than desirable for a rigorous analysis of tractor performance. Despite the considerations in conclusions 8.1.1 and 8.1.2 of present section, the relationships between slippage and pull are reasonable in magnitude and curve shape as compared with results of other published studies. The relationships between TE and f/r dynamic load ratio on loose and firm soils are also consistent with other studies. Specifically, on loose soil there are some opportunities for 110 111 optimization (i.e. apparent optimum f/r ratio near 0.4/0.6), but a nearly flat response on firm soil may limit the opportunity for optimization in these conditions. 8.2 Simulations 8.2.1 . 8.2.2. 8.2.3. 8.2.4. 8.2.5. 8.2.6. Adjustments of all front hitch dimensions, except the lower link point Y-coordinate, had moderate to substantial effects on f/r dynamic load ratio when the upper link was in either tension or compression load, but little or no effects when there was no load on the upper link. Adjustments of rear hitch dimensions have little or no effect on f/r dynamic load ratio, except rear lower link length. Adjustment of front implement mast height has dramatic effects on f/r dynamic load ratio. Adjustment of rear implement mast height has moderate effects on F/R load ratio. The known effects of adjusting front and/or rear ballast are confirmed by these simulations. The f/r dynamic load ratio changes proportionally to the change of ballast. Some practical limitations in the range of adjustment in some dimensions must be observed since these adjustments also may change the orientation of the implements, and thus interfere with various aspects of their operation. This must be done on an implement by implement basis. Overall, the simulations pinpoint several parameters such as front lower link point X—coordinate, front upper link point X- and Y- coordinates, front and rear lower link lengths, front 112 implement mast height, and front and rear wheel ballast whose adjustment alone or in combination could be used to achieve a desired f/r dynamic load ratio, thus the model has good potential for practical application. 9. RECOMMENDATIONS 9.1 W 9.1.1 W Variability in the value of CI in different areas of a given field could first be established by the random sampling method. In those cases where the standard deviation exceeds 10% in soils where penetration is relatively uniform with depth, or 15% in soils with crusts or other distinct layers, then, according to the sensitivity analysis of this parameter, one should sample the specific area of each test, and use those local values of CI in the analyses of data. C O . 91,2.- '70.:0u- u'aqzo u'q;_q¢° quoz' :_:‘: .g' ‘ ‘u C O o: . p'op :, you un‘u‘ 9’0 ‘ o;:::_°'o ‘3' .0; I1.“ This task will not be easy because the only means of making such measurements is after the tractor has stopped at the end of each run, leaving a short length of furrow or tillage between the rearmost part of the front implement and the front wheel. In the case of the plow used in these studies such measurements would have been nearly impossible because components of the plow extended back over this area obstructing the use of the penetrometer. Assuming that some means were developed to achieve this measurement, it would have the weakness of sampling only a small portion of soil at the end of the run. Another alternative is to measure CI in 113 114 the furrow from the rear implement after each test and on the surface before each test. This measurement would be an improvement over the method used in these studies. 0 C ‘ 9,.13I- Ioouu' u':_,¢:o ".:_: so) 1 g' 1; $31; o:,.::_H o thsfmntJMhssls This problem is similar to that of 9.1.2, since only a short length of front tire track remains between the front and rear wheels at the end of the run . The ideal solution to both of the above problems would be a continual measurement of soil properties in front of all of the wheels while the tractor is in motion during the tests. At present there are no ASAE methods for this purpose, and apparently no formal proposals to develop such instrumentation. Perhaps this is because the value of such measurements has only become more noticeable in the types of tests conducted in these studies and other recent studies of 4WD and FWA tractors. Indeed, an examination of many recent publications reveals variabilities in calculated values of slip, pull, and/or TE which could be entirely accounted for by variations in actual CI in the test fields. Mechanical devices (e.g. some type of knife blade being pushed through the soil in front of each wheel) are likely to be extremely troublesome. Thus one might consider some form of acoustic or radar reflectivity. 115 9.2 no . -. u-:_: '0‘; : . . y“ : ~sz uo -:, :_.; - .ow The addition of wheel motion measurements on all driving wheels is primarily a matter of installing additional sprockets, sensing devices, signal processing channels, and data acquisition capability of the types already in use. It is quite possible that wheel motion sensors on all wheels would greatly minimize the need for more elaborate soil property measurements, since slippage would not have to be estimated in unmeasured wheels. This addition would be relatively easy, however in the case of the present instrumentation system it would require at least one more channel of signal processing electronics since none of the other measurements could be deleted. Addition of torquemeters (i.e. Wheatstone bridge type of strain gage) to the rear axles would be highly desirable, but extremely difficult because they are enclosed in housings and immersed in oil. The same consideration applies to the rear driveshaflz. The above improvements in measurement of soil properties and instrumentation would make it possible to obtain rigorous analyses of field performance, and thus determine the ideal load distributions for the conditions and implements tested. The same data could also be used for further validation and development of the model. If a better relationship between soil properties, dynamic load, and slippage could be established by these or other studies, then the model could be used to predict and optimize tractor performance over a wide range of conditions. APPENDICES APPENDIX A ASAE Standard Definitions 1) Ballast : Mass that can be added or removed for the purpose of changing total load or load distribution. (ASAE Standard: ASAE 8296.3) 2) Dynamic load : Total force normal to the reference plane of the predisturbed supporting surface exerted by the traction or transport device under operating conditions. This force may result from ballast and/or applied mechanical forces. (ASAE Standard: ASAE $296.3) 3) Hitch point : The articulated connection between a link and the implement. For geometrical analysis, the hitch point is established as the center of the articulated connection between a link and the implement. (ASAE Standard: ASAE 8217.10) 4) Implement frame length : The distance between lower hitch point and the farthest supporting point of the implement away from the hitch point. 5) Implement height : The distance between lower hitch point and the lowest point of implement while it is at working position. 6) Link point : The articulated connection between a link and the tractor. For geometrical analysis, the link point is established as the center of the articulated connection between a link and the tractor. (ASAE Standard: ASAE $217.10) 7) Load transfer : The change in normal forces on the traction and transport devices of the vehicle under operating conditions, as compared to those for the static vehicle. (ASAE Standard: ASAE 8296.3) 8) Mast height : The perpendicular distance between the upper hitch point and common axis of the lower hitch points. (ASAE Standard: ASAE S217.10) 9) Motion resistance : Force required in the direction of travel to overcome the resistance from the supporting surface and the internal resistance of the device. (ASAE Standard: ASAE $296.3) 116 117 10) Static load : Total force normal to the surface plane of the predisturbed supporting surface exerted by the traction or transport device while stationary with zero net traction and zero input torque. (ASAE Standard: ASAE 8296.3) 11) Vehicle traction ratio : Ratio of the drawbar pull of the vehicle to the gross vehicle load. (ASAE Standard: ASAE 8296.3) 12) Tractive efficiency : Ratio of output power to input power. The output power is the product of net traction and forward velocity of a traction device. The input power is the product of input torque and angular velocity of the driving axle of a traction device. (ASAE Standard: ASAE $296. 3) 13) Travel reduction : One minus travel ratio. Travel ratio is defined as the ratio of distance traveled per revolution of the traction device when producing output power to the rolling circumference under the specified zero conditions. (ASAE Standard: ASAE 8296.3) 14) Working depth : The distance between soil surface and the lowest point of implement while it is at working position. The irregularity of soil surface is ignored. _ ‘F—i 118 APPENDIX B Simulation Program and Input Templates This appendix lists the Pascal-like pseudo program of simulation model developed in this dissertation along with three tables of input parameters used by the simulation model. The pseudo program can be easily translated into any high level programming language. The input parameters are listed as three templates which can be used directly as model input. The in-line comments (e.g. (* Eq. 4.1 *), (* Fig. 4.1 *)) refer to the implementation of that piece of code by the use of that particular equations or figures in the dissertation. 119 B1. Esendsuzmgnamnfsimnlannnmodel program Simulation: include variable declaration file: (* *) procedure Initialization: begin GetTracData = false: GetImplData = false: GetWorkData = false: TracDataChanged := false: ImplDataChanged := false: WorkDataChanged := false: finished = false: input data file path name prefix: input parameters title: end: (* *) procedure MainMenu (var option); begin option := 0: set up main menu; while ( option not in [1..5, 9] ) do beep: input option: end of while; end: (* *) procedure SaveTractorData; begin input file name: save parameters to file: TracDataChanged := false: end: (* *) 1%) procedure TractorDataHandling: (* *) procedure TractorDataMenu (var option); begin option := 0: set up option menu: while ( option not in [1..4, 9] ) do beep: input option: end of while: end; (* *) procedure InputFromFile: begin input file name: input data from file; GetTracData := true: end; (* *) procedure InputFromKeyboard: begin for loop := 1 to # of parameters do write parameter title[loop]: input parameter[loop]: end of for: GetTracData := true; TracDAtaChanged := true: end: (* *) procedure EditData: begin while (not quit) do for loop := l to # of parameters do write parameter title[loop]: end of for: 121 input parameter#: write parameter title[parameter#]: write parameter[parameter#]: input parameter[parameter#]: (* get new value *) if (new parameter <> old parameter) then TracDataChanged := true: end of if end of while: end; (* *) begin (* of procedure TractorDataHandling *) quit := flase: while (not quit) do TractorDataMenu (option); case option of 1 InputFromFile; 2 : InputFromKeyBoard: 3 : EditData; 4 : SaveTractorData: 9 : quit := true: end of case: end of while: end; (* of procedure TractorDataHandling *) (* *) procedure SaveImplementData: begin input file name: save parameters to file; ImplDataChanged := false: end: (* *) procedure ImplementDataHandling: (* *) 122 procedure ImplementDataMenu (var option); begin option := 0: set up option menu: while ( option not in [1..4, 9] ) do beep: input option: end of while: end: (* __ __ _- ______ *) procedure InputFromFile; begin input file name: input data from file: GetImplData := true: end; (* *) procedure InputFromKeyboard; begin for loop := 1 to # of parameters do write parameter title[loop]: input parameter[loop]: end of for: GetImplData = true: ImplDataChanged := true: end: (* *) procedure EditData: begin while (not quit) do for loop := 1 to # of parameters do write parameter title[loop]: end of for: input parameter#: write parameter title[parameter#]: write parameter[parameter#]: 123 input parameter[parameter#]: (* get new value *) if (new parameter <> old parameter) then ImplDataChanged := true: end of if: end of while; end: (* *) begin (* of procedure ImplementDataHandling *) quit := flase: while (not quit) do ImplementDataMenu (option); case option of 1 : InputFromFile: 2 : InputFromKeyBoard: 3 : EditData; 4 : SaveImplementData: 9 : quit := true: end of case: end of while: end; (* of procedure ImplementDataHandling *) (* *) procedure SaveWorkingData: begin input file name; save parameters to file: WorkDataChanged := false: end: (* *) procedure WorkingDataHandling: (* *) procedure WorkingDataMenu (var option); begin option := 0: set up option menu; 124 while ( option not in [1..4, 9] ) do beep: input option: end of while: end: (* *) procedure InputFromFile: begin input file name: input data from file; GetWorkData := true: end: (* - *) procedure InputFromKeyboard: begin for loop := 1 to # of parameters do write parameter title[loop]: input parameter[loop]: end of for: GetWorkData = true; WorkDataChanged := true: end: (* *) procedure EditData; begin while (not quit) do for loop := 1 to # of parameters do write parameter title[loop]: end of for: input parameter#: write parameter title[parameter#]: write parameter[parameter#]: input parameter[parameter#]: (* get new value *) if (new parameter <> old parameter) then WOrkDataChanged := true: end of if: 125 end of while: end: (* *) begin (* of procedure WorkingDataHandling *) quit := flase; while (not quit) do WorkingDataMenu (option); case option of l : InputFromFile: 2 : InputFromKeyBoard: 3 : EditData: 4 : SaveWorkingData: 9: qutz=tnm: end of case: end of while: end; (* of procedure WorkingDataHandling *) (* *) procedure RearUpperLinkLength (var NewLength; WorkDepth); begin calculate effective rear lower link length; (* Fig. 4.4 *) calculate rear alpha angle using WorkDepth: (* Eq. 4.1 *) calculate rear beta angle; (* Eq. 4.2 *) calculate distance of AB; (* Fig. 4.1 *) calculate diagonal distance BD; (* Eq. 4.3 *) calculate rear delta angle; (* Eq. 4.4 *) calculate rear gamma angle: (* Eq. 4.6 *) calculate NewLength; (* Eq. 4.5 *) calculate rear theta angle; (* Eq. 4.8 *) end; (* of procedure RearUpperLinkLength *) (* *) procedure FrontUpperLinkLength (var NewLength; WorkDepth); begin calculate effective front lower link length; (* Fig. 4.4 *) calculate front alpha angle using WorkDepth; (* Eq. 4.9 *) calculate front beta angle; (* Eq. 4.10 *) calculate distance of EF; (* Fig. 4.5 *) \B—J’J' (* calculate calculate calculate calculate calculate end: (* 126 diagonal distance FH; front delta angle: front gamma angle: NewLength; front theta angle; of procedure FrontUpperLinkLength *) *) procedure CalculateDynamicLoad (forces on hitches; var wheels dynamic load): (* begin calculate calculate calculate calculate calculate calculate end; (* front axle dynamic load: rear axle dynamic load; effective tread width: in-furrow rear wheel dynamic load; on-surface rear wheel dynamic load: front wheels dynamic load: of procedure CalculateDynamicLoad *) *) procedure OptimizeGeometry: (* (‘k begin *) procedure SimulationMenu (var option); option := 0: set up option menu: while ( option not in [1..4, 9] ) do beep: input option: end of while: end: function FrontPenetrateAngle (UpperLinkLength) begin *) calculate calculate calculate calculate calculate calculate effective front lower link length; front beta angle: distance of EF; diagonal distance FH: front delta angle: front alpha angle with WorkDepth=0. (* Eq. 4.11 *) (* Eq. 4.12 *) (* Eq. 4.14 *) (* Eq. 4.13 *) (* Eq. 4.15 *) (* Eq. 4.18 *) (* Eq. 4.17 *) (* Eq. 4.21 *) (* Eq. 4.19 *) (* Eq. 4.20 *) : real: (* Fig 4.4 (* Eq. 4.9 (* Eq. 4.10 (* Fig 4.5 (* Eq. 4.11 (* Eq. 4.12 127 calculate front gamma angle; (* Eq. 4.13 *) calculate FrontCutAngle; (* Eq. 4.14 *) end; (* of function FrontPenetrateAngle *) (* Ik) begin (* of procedure OptimizeGeometry *) while (not quit) do (* main while loop *) while (not GetTracData) do TractorDataHandling: end of while: while (not GetImplData) do ImplementDataHandling: end of while: while (not GetWorkData) do WorkingConditionHandling: end of while: RearUpperLinkLength (RearUpperLength, WorkDepth); FrontUpperLinkLength (FrontUpperLength, WorkDepth); FrontCutAngle := FrontPenetrateAngle (FrontUpperLength); if (FrontCutAngle >= 0) then ErrorMessage ('Can not penetrate'): else CalculateDynamicLoad (forces on hitches, wheels dynamic load): if (wheel dynamic load > permissible load) then ErrorMessage ('Overloading the tires'): else output FrontUpperLength, RearUpperLength, FrontCutAngle, wheel dynamic loads, dynamic load ratio: end of if: end of if: while (option not in [4, 9]) do SimulationMenu (option); case option of 1 : TractorDataHandling: 2 : ImplementDataHandling: 3 : WorkingConditionHandling: 4 : : 9 : quit := true: end of case: end of while: end of while: (* main while loop *) end; (* of procedure OptimizeGeometry *) 128 (* *) procedure VerifyFieldData: (* *) procedure CalculateGeometry: begin done := false: UpperLimit := 100: LowerLimit := l; I RearUpperLinkLength (CurrentLength, (LowerLimit+UpperLimit)/2); while (not done) do if (abs(CurrentLength — RearUpperLength) > tolerance) then if (CurrentLength > RearUpperLength) then LowerLimit = (LowerLimit+UpperLimit)/2; else UpperLimit = (LowerLimit+UpperLimit)/2; end of if RearUpperLinkLength (CurrentLength, (LowerLimit+UpperLimit)/2): else rearWorkDepth : done := true; end of if (LowerLimit+UpperLimit) / 2; done := false: UpperLimit :8 100: LowerLimit := 1; FrontUpperLinkLength (CurrentLength, (LowerLimit+UpperLimit)/2); while (not done) do if (abs(CurrentLength - FrontUpperLength) > tolerance) then if (CurrentLength > FrontUpperLength) then LowerLimit = (LowerLimit+UpperLimit)/2; else UpperLimit = (LowerLimit+UpperLimit)/2; end of if FrontUpperLinkLength (CurrentLength, (LowerLimit+UpperLimit)/2); else FrontWorkDepth := (LowerLimit+UpperLimit) / 2; done := true: end of if end; (* of procedure CalculateGeometry *) ('k (‘k 129 *) var wheels pull, TE); begin calculate non—instrumented wheels slip: calculate wheel numerics; (* Eq. calculate wheels pull; (* Eq. calculate TE: (* Eq. end; (* of procedure EvaluatePerformance *) *) begin (* of procedure verifyFieldData *) while (not GetTracData) do TractorDataHandling: end of while: while (not GetImplData) do ImplementDataHandling: end of while: while (not GetWorkData) do WorkingConditionHandling: end of while: while (not done) do input field data file name: initialize accumulators to zeros: CalculateGeometry: for loop := l to # of data set do input field data: procedure EvaluatePerformance (wheels dynamic load, field data: 2.2 *) 4.24 *) 4,25 *) CalculateDynamicLoad (field data, wheels dynamic load): EvaluatePerformance (wheels dynamic load, field data, wheels pull, TE); accumulators := accumulators + new results: end of for; averages := accumulators / # of data set: output averages: input option whether done: end of while: (* of procedure VerifyFieldData *) *) 130 procedure Finalization (finished): begin if (TracDataChanged) then input option whether save data: if (WantToSave) then SaveTractorData: end of if: end of if; if (ImplDataChanged) then input option whether save data: if (WantToSave) then SaveImplementData: end of if; end of if: if (WorkDataChanged) then input option whether save data: if (WantToSave) then SaveWorkingData: end of if: end of if: input whether quit program: if (quit) then finished := true; else finished := false: end of if: end; (* of procedure Finalization *) (* *) begin (* of main program *) Initialization: while (not finished) do MainMenu (option); case option of : TractorDataHandling: : ImplementDataHandling: : WorkingConditionHandling: : OptimizeGeometry: : VerifyFieldData: : Finalization (finished): \DmIbOONI-J end of case: end of while; end. (* of main program *) 131 B2. Modelinnuugmnlalss Table B.l - Tractor parameters template FORD 7610 2x3 X-coordinate of Y-coordinate of rear lower link rear lower link X-coordinate of Y-coordinate of x—coordinate of Y-coordinate of rear lower link point rear lower link point length (cm) width (cm) rear top link point rear top link point front lower link point front lower link point front lower link length (cm) front lower link width (cm) X-coordinate of front top link point Y-coordinate of front top link point the tractor wheel base (cm) the tractor rear wheels tread (cm) unloaded rear wheel radius (cm) unloaded front wheel radius (cm) rear axle load (Newton) = front axle load (Newton) = tractor total weight (Newton) center of gravity from rear axle (cm) rear wheel ballast (Newton) front wheel ballast (Newton) ballast in front of tractor (Newton) distance from front ballast to front axle front ballast height from front axle (cm) Y—coordinate of center of gravity (cm) z-coordinate of center of gravity (cm) number gear L01 HIl L02 HIZ L03 HI3 L04 HI4 L05 HIS L06 HI6 L07 HI? L08 HI8 11 OHHHHNNWNWDU‘IONCDKO .780 .160 .102 .300 .543 .310 .807 .960 .331 .590 .289 .780 .569 .220 .080 .840 rear differential ratio front differential ratio rear final drive ratio front final drive ratio front drop box ratio 16 II II 23. 15. .000 .000 .096 .200 .900 .600 .100 .700 .800 .200 .400 .300 .000 .900 .200 .600 .200 .700 .500 .000 .000 .000 .900 .000 .000 .000 .000 .000 .300 .000 790 820 132 Table B.2 - Implement parameters template no of front bottom = 3 rear mast height = 68.0 rear hitch width = 89.5 rear frame angle phi = 0.0 rear implement height = 73.0 rear clear point = 49.0 rear cut point = 49.0 rear frame angle = 0.0 front mast height = 76.0 front hitch width = 89.0 front frame angle phi = 0.0 front implement height = 73.0 front clear point = 63.0 front cut point = 210.0 front frame angle = 0.0 Table B.3 - Working condition parameters template left plowing ground slope = 0.01 cone index = 45.0 rear roll radius(furrow) = 76.5 rear roll radius(land) = 79.5 rear wheel width = 46.7 rear work depth = 20.0 rear tire perm. load = 22100.0 front roll radius(furrow) = 56.6 front roll radius(land) = 57.2 front wheel width = 34.5 front work depth = 20.0 front tire perm. load = 13200.0 133 APPENDIX C Front axle pivot force and power distribution to axles Figures Cl and C2 show the forces acting on the tractor's front axle pivot point. Each point in the figures represents the average value of each test run. There were 500 data set recorded during each test run. Figures C.3 and 0.4 illustrate the power distribution to the tractor's front and rear axles. The power delivered to each wheel was calculated by equations 4.25 and 4.26. The front axle power ratio was obtained by dividing the sum of the power delivered to the front wheels by total power delivered to four wheels. front axle pivot force, kN front axle pivot force, kN 134 30 o o 20 003%0 :fi 0 o 00 0° 0 fl 0 00° 10 c 9 sandy 0 .L I I 0.1 0.2 0.3 0.4 front axle load ratio 0.5 Figure C.1 - Front axle pivot force vs front axle load ratio in sandy soil 30 A .5 20 A P‘— A A A i A _ 10 A silty-clay o I 1 I A I 0.1 0.2 0.3 0.4 Figure C.2 - Front axle pivot force vs front axle load ratio in silty-clay soil front axle load ratio 0.5 front axle power ratio front axle power ratio 0.5 135 0.2 power = 0.204 + 0.482*lood R‘2 = 0.643 I 0 0.1 0.3 front axle load ratio 0.4 Figure C.3 - Front axle power ratio vs front axle load ratio in sandy soil 0.5 A A A A A 04 A . ' A A ‘ A A A 0.3 - A silty-clay 0.2 ‘ l I 0.1 0.2 0.3 0.4 front axle load ratio Figure 0.4 - Front axle power ratio vs front axle load ratio in silty-clay soil BIBLIOGRAPHY BIBLIOGRAPHY Anonymous. 1986. Tire and Rim Association Yearbook. Published by the Tire and Rim Association, Inc., Akron, OH 44313. ASAE D230.4. 1988. Agricultural machinery management data. ASAE Data. St. Joseph, MI 49085. ASAE 8209.5. 1988. Agricultural tractor test code. ASAE Standards. St. Joseph, MI 49085. ASAE 8313.2. 1988. Soil cone penetrometer. ASAE Standards. St. Joseph, MI 49085. Babacz, W.A., G. Felsenstein, C. Kotazabassis, S.W. Searcy and BA. Stout. 1986. Mechanical front wheel drive tractor performance. ASAE Paper n9 86-1548. ASAE, St. Joseph, MI 49085. Bailey, A.C., E.C. Burt, J.H. Taylor. 1976. Thrust-dynamic weight relationships of rigid wheels: II. The effects of soil and wheel surface. Transactions of the ASAE 19(1):37-40. Bailey, A.C. and EC. Burt. 1976. Theoretical considerations of ‘a rigid wheel mechanics. Transactions of the ASAE 19(5):1005-1007. Bailey, A.C. and EC. Burt. 1981. Performance of tandem, dual, and single tires. Transactions of the ASAE 24(4):1103-1107. Bandy, S.M., W.A. Babacz, J. Grogan, S.W. Searcy, and BA. Stout. 1985. Monitoring tractor performance with a three-point hitch dynamometer and an on-board microcomputer. ASAE Paper n9 85- 1078. ASAE, St. Joseph, MI 49085. Barger, E. L., Liljedahl, J. B., Carleton, W. M. and McKibben, E. G. 1963. Tractors and their power units. 2nd ed., John Wiley & Sons, Inc., New York, NY. Bashford, LL. 1984. Power losses due to slip and motion resistance. ASAE Paper n9 84-1564. ASAE, St. Joseph, MI 49085. Beggs, J. S. 1955. Mechanism. McGraw-Hill Book Co., Inc., New York, NY. 136 137 Bekker, M.G. 1960. Off-the-road locomotion. The University of Michigan Press, Ann Arbor, MI. Bekker, M.G. 1983. Prediction of design and performance parameters in agro-forestry vehicles. National Research Council of Canada, 22880 Ottawa, Ontario, K1A 0R6. Brixius, W.W. 1987. Traction prediction equations for bias ply tires. ASAE Paper n9 87 -1622. ASAE, St. Joseph, MI 49085. Burt, EC. and A.C. Bailey. 1975. Thrust-dynamic weight relationship of rigid wheels. Transactions of the ASAE 18(4):811-813. Burt, E.C., A.C. Bailey, J .H. Taylor. 1980. Effect of dynamic load distribution on the tractive performance of tires operated in tandem. Transactions of the ASAE 23(5):1395-1400. Burt, EC. and A.C. Bailey. 1982. Load and inflation pressure effects on tire. Transactions of the ASAE 25(4):881-884. Burt, E.C., P.W.L. Lyne, P. Meiring and J.F. Keen. 1983. Ballast and inflation effects on tire efficiency. Transactions of the ASAE 26(5):1352—1354. Chironis, N. P. 1965. Mechanics, linkages, and mechanical controls. McGraw-Hill Book Co., Inc., New York, NY. Clark, BL. 1984. Tractor performance in two- and four-wheel drive. Transactions of the ASAE 27(1):8-11. Cowell, RA. and RF. Herbert. 1988. The design of a variable geometry linkage to improve depth control of tractor mounted implements. Journal of Agricultural Engineering Research 39(2):85 - 97. Devine, R.J. and CE. Johnson. 1972 A three-point hitch force dynamometer accessory. ASAE Paper 11“ NC-72-403. ASAE, St. Joseph, MI 49085. Dodd, R.B., D. Wolf, T.H. Garner, S.A. Hale, U.R. Pieper. 1986. Preliminary design and testing of a variable geometry three point hitch. ASAE Paper 119 86-1085. ASAE, St. Joseph, MI 49085. Dwyer, M.J. and DP. Heigho. 1984. The tractive performance of some large tractor drive wheel tyres compared with dual wheels. Journal of Agricultural Engineering Research 29(1):43 - 50. Ellis, R.W. 1977. Agricultural tire design requirements and selection considerations. ASAE Distinguished Lecture Series, Tractor Design n9 3, St. Joseph, MI 49085. 138 Erickson, LR. and WE. Larsen. 1983. Four wheel drive tractor field performance. Transactions of the ASAE 26(5):1346-1351 . Felsenstein, G., C. Kotzabassis, B.A. Stout and SW Searcy. 1987. Performance characteristics of a JD 4450 tractor with a mechanical front wheel drive. ASAE Paper n987-1053. ASAE, St. Joseph, MI 49085. Gee—Clough, D., G. Pearson, and M. MaAllister. 1982. Ballasting wheeled tractors to achieve maximum power output in frictional-cohesive soils. Journal of Agricultural Engineering Research 27(1):1 - 19. Gibson, H. G. and Biller, C. J. 1974 Side-slope stability of logging tractors. Transactions of the ASAE, 17:245-250. Hartenberg, R. S. and Denavit, J. 1964. Kinematic synthesis of linkages. McGraw-Hill Book Co., Inc., New York, NY. Hoag, D.L. and RR. Yoerger. 1974. Designing load rings for measruement. Transactions of the ASAE, 17:251-253, 261. Johnson, CE. and W.B. Voorhees. 1979. A force dynamometer for three- point-hitches. Transactions of the ASAE, 22:226-228, 232. Kendall, C.K., C.L. Nachtigal, and J.H. Dooley. 1984. Three-point hitch dynamometer data acquisition system. ASAE Paper n9 84-1596. ASAE, St. Joseph, MI 49085. Kepner, R. A., Bainer, Roy and Barger, E. L. 1980 Principles of farm machinery. 3rd ed., Avi Publishing Co., Inc., Westport, CT. Kucera, H.L., K.L. Larson, V.L. Hofman. 1985. Field performance tests of front wheel assist tractors. ASAE Paper 112 85-1047. ASAE, St. Joseph, MI 49085. Langewisch, SA and J.C. Frisby. 1976. Portable, interchangeable instrumentation to mearsue draft and fuel consumption. ASAE Paper 119 MC-76-806. ASAE, St. Joseph, MI 49085. Long, G., T.H. Burkhardt and M.M. Mah. 1987. Performance evaluation of front and rear mounted plows. ASAE Paper n9 87-1617. ASAE, St. Joseph, MI 49085. Luth, H.J., V.G. Floyd, and RR Heise. 1978. Evaluating energy requirements of machines in the field. ASAE Paper 119 78-1588. ASAE, St. Joseph, MI 49085. Lyne, P.W.L. and EC. Burt. 1987. Real time Optimization of tractive efficiency. ASAE Paper 11’ 87-1624. ASAE, St. Joseph, MI 49085. 139 Martin, G. H. 1969. Kinematics and dynamics of machines. McGraw-Hill Book Co., Inc., New York, NY. Mueller, GB. and J .J . Freer. 1986. Evaluation of mechanical front drive tractor performance. ASAE Paper n9 86-1591. ASAE, St. Joseph, MI 49085. Murillo-Soto, F. and J .L. Smith. 1977. Weight transfer in 4WD tractors: a model study. Transaction of the ASAE 20(2):253-257. Murillo-Soto, F. and J .L. Smith. 1978. Traction efficiency of 4WD tractors: a model study. Transaction of the ASAE 21(5):1051-1053. Rackham, DH. and D.P. Blight. 1985. Four-wheel drive tractors -- a review. Journal of Agricultural Engineering Research 31(3):185 - 201. Reynolds, W.B., G.E. Miles, T.H. Garner. 1982. Microcomputer system for data acquisition and processing in the field. ASAE Paper 119 82-5510. ASAE, St. Joseph, MI 49085. Shell, L.R., R. Fox and K. Moss. 1986. Comparative evaluation of FWDA to two-wheel drive tractors. ASAE Paper 112 86-1067. ASAE, St. Joseph, MI 49085. Smith, J .L. and M. Khalid. 1982. Hitch position control for 4WD tractors. Transactions of the ASAE 25(3):530-533, 537. Tao, D. C. 1964. Applied linkage synthesis. Addison-Wesley Publishing Co., Inc., Reading, MA. Tembo, S. 1986. Performance evaluation of the power disk - a PTO driven disk tiller. MS. Thesis, Michigan State University, East Lansing, MI. Taylor, J .H. 1976. Comparative traction performance of R-l, R-3, and R-4 tractor tires. Transaction of the ASAE 19(1):14-16. Upadhyaya, S.K., D. Wulfsohn, G. Jubbal. 1987. Traction prediction equations for radial ply tires. ASAE Paper 119 87-1625. ASAE, St. Joseph, MI 49085. Wilkinson, R. 1988. Personal communication. Agricultural Engineering Department, Michigan State Unviersity, East Lansing, MI 48824. Wilson, C. E. Jr. and Michels, W. J. 1969. Mechanism - design-oriented kinematics. American Technical Society, Chicago, IL. Wismer, RD. and H.J. Luth. 1974. Off-road traction prediction for wheeled vehicles. Transactions of the ASAE, 17:8-10, 14. 140 Woerman, G.R. and LL. Bashford. 1983. Performance of a front wheel assist tractor. ASAE Paper n9 83-1560. ASAE, St. Joseph, MI 49085.