THEORETICAL AND EXPERIMENTAL STRESS ANALYSES OP
COMMON MECHANISMS IN FARM MACHINERY
By
SYED AEJAZ ALI
A THESIS
Submitted to the School of Graduate Studies of Michigan
State College of Agriculture and Applied Science
in partial fulfillment of the requirements
for the degree of
DOCTOR OF PHILOSOPHY
Department of Agricultural Engineering
1952
ACKNOWLEDGMENTS
The author wishes to express his thanks and sincere
appreciation for the helpful suggestions and timely guidance
and encouragement from the following persons who brought this
project into existence.
Dr. W. M. Carleton, professor in charge of major work.
Professor A. W. Farrall, Head of Agricultural Engineering
Department.
Professor H. F. McColly, Agricultural Engineering De
partment .
The writer is also grateful to Dr. R. T. Hinkle, and
Professor Paul DeKoning both of the Mechanical Engineering
Department for their cooperation and assistance in making
possible the use of electronic instruments.
The author also
expresses his thanks for the help received from other staff
members and persons in charge of the research laboratory in
the Agricultural Engineering Department.
THEORETICAL AND EXPERIMENTAL STRESS ANALYSES OP
COMMON MECHANISMS IN FARM MACHINERY
By
Syed Aejaz All
AN ABSTRACT
Submitted to the School of Graduate Studies of Michigan
State College of Agriculture and Applied Science
in partial fulfillment of the requirements
for the degree of
DOCTOR OP PHILOSOPHY
Depart of Agricultural Engineering
Year 1952
Approved_
Ia/ ) / ) f'
- lV
SYED AEJAZ ALI
-
ABSTRACT
In the development and manufacturing of the farm im
plements and machinery, a common practice that had been
followed very extensively, and still is followed to a certain
extent is to design a machine or its part basing the know
ledge on the rigorous mathematical theory or derived and
empirical formulas plus the previous experience in the ex
perimental trial and error methods*
These analytical solutions
were frequently aided by many safety factors assuring the de
signer that his designed mechanisms were devised with a suf
ficient margin of safety.
These practices which are very much refined and improved
in the industrial design by the exhaustive theoretical in
vestigations supported by the highly developed experimental
techniques, have begun to influence the realm of farm equip
ment design.
Experimental methods developed and introduced
during the past decade for the amelioration of design and
developmental procedures in the industrial work are at present
being utilized by a farm machinery design engineer.
The photo
elasticity, X-ray analysis, brittle lacquer method and the
electric strain gauges are among the many experimental means
made available for the determination and analysis of stresses
and strains which form the basis of any design.
With these constantly improving trends in the field of
machinery design, an attempt was made by the author to use one
of the available means, namely the electric strain gauges as
- V -
SYED AEJAZ ALI
-
an aid for the experimental stress analysis.
ABSTRACT
The goal set
for the utilization of this experimental technique was to
evaluate analytically, the stresses in some of the commonly
used mechanisms in farm machinery, to determine the stresses
from the experimental work and to compare or correlate the
two.
For this purpose, an experimental laboratory machine
was constructed representing the common mechanisms such as
the plunger assembly, the mower assembly, and the belt and
gear drives.
It was apparent from the experimental results that the
magnitudes of stresses in the above mechanisms was in almost
every case higher than the theoretically determined values.
Moreover, the stress patterns as revealed by the experimental
work not only point out the form and types of stresses in the
assembly, but also serve as a tremendous aid as a valuable
tool for the design engineer in the field of farm machinery.
Such factors as the effects of centrifugal forces, the re
peated stresses, and the variable power requirements influ
enced the stress pattern in each of the above assemblies.
TABLE OP CONTENTS
Page
INTRODUCTION...................
1
REVIEW OP LITERATURE................................
4
Progress of Stress Analysis.......................
5
Description of Experimental Methods...............
9
Analogies.............................. .........
9
Membrane Analogy..............................
10
Electric Analogy..............................
15
Hydrodynamical Analogies......................
15
Photoelasticity.................................
16
Mechanical Strain Gauges and Testing Machines...
25
X-ray Techniques for Stress Analysis...........
27
Brittle Lacquer Method..........................
51
Electric Strain Gauges and Their
Instrumentation.................................
57
PURPOSE OP THE INVESTIGATION........................
56
Instrumentation of the Project....................
58
The Brush Analyzer..............................
59
The Mercury Torquemeter.........................
59
The Stroboscope.................................
64
The Simpson Meter Model 260...................
64
The Electric Dynamometer........................
65
Experimental............................
67
- vii Page
The Analysis of the Centre-Crank Mechanism.....
70
Flywheel.......................................
70
Connecting Rod................................
72
Crankshaft....................
74
The Analysis of the SideCrank Mechanism........
75
The Gear Drives..............................
80
The V-belt Drives.............................
8l
CONCLUSIONS................................
84
SUGGESTIONS FOR FURTHER STUDY.......................
86
APPENDIX.............................................
87
SELECTED BIBLIOGRAPHY..................................
106
LIST OF FIGURES
Figure
Page
1
Model Under Study in a Plane Polarlscope
2
Localized Stresses in the Fillets of a
20
Gear Tooth...................................
3
Stresscoat Lacquer Selection Chart
4
Stresscoat Pattern on Crankshaft Loaded
..
in Bending....................................
5
22
3^-
36
Three Basic Circuits of Wire Resistance
Gauge s ........................................
4-3
6
Strain Gauge Drawbar Dynamometer.............
47
7
Bonded Wire Gauge Torquemeter................
48
8
Small Magnetic-coupled Torquemeter...........
50
9
General-purpose Economy Oscillograph
Type S 14-C..................................
55
10
Wiring Diagram Brush Analyzer Model BL 310...
60
11
Detail Drawing of the Mercury Torquemeter....
62
12
Mercury Torquemeter Mounted on the Main
Shaft.........................
63
13
Instruments Used in the Project..............
66
14
Side View of the Experimental Machine
68
15
Rear Right Side View of the Experimental
Machine.......................................
16
69
Graph of Effects of Load Variation on
Crankshaft Stresses..........................
76
- ix Figure
17
Page
Strain Recordings of 1/2 inch Gauge at the
Pitman Mid-section for Variation Speeds.....
18
78
Dynamic and Static Wiring Circuit for
Electric Strain Gauges.......................
102
19
Top View of the Assembly.....................
10j5
20
Side View of the Assembly.....................
104
21
Front View of the Gear Assembly..............
105
LIST OP TABLES
Table
I
Page
Thickness Radiographed with Different
Voltages........................................
II
Characteristics of Stresscoat Brittle
Coatings.............................
29
INTRODUCTION
Engineering design has in the past been based mainly on
the personal experience of the designer and some mathematically
derived or empirical equations.
Analytical approaches to
design problems, aided by various safety factors, had for some
time no appropriate experimental means possible for evaluation
of actual loading patterns In machine parts.
Current trends
in the development of experimental aspect as a vital tool of
the design engineer have revolutionized the procedures and
practices followed by predecessors.
Serviceability of a
machine part for a long time based on the idea of designing
huge and cumbersome elements has been replaced by refined
techniques and more rationalistic methods which determine ex
perimentally the load distribution in a certain machine under
actual operating conditions.
Furthermore, the significance
of such factors as fatigue, elastic limit, S-N curve, and
residual and repeated stresses In relation to design problems
has been emphasized by means of experimental tests which re
veal the influence of the above factors on the actual design.
A great achievement made in this field was the experimental
study of forces and stresses under dynamic conditions which
not only Improved the design fundamentals, but also gave a
comparison between the prevailing analytical methods and the
more advanced experimental procedures.
- 2 Similar to the history of engineering design has been the
evolution of agricultural machinery design.
Constant changes
in this field have brought forth the improved form of modern
ploughs through a gradual process of replacement, and a better
performing efficient tractor for farm power developed from the
primitive prototypes.
Like in the industry, in the farm machinery enterprise,
most prevalent design practices included judgment of design
based on the engineer's experience and field testing of the
machines; reinforcing certain parts, if they failed during the
previous tests.
No specific procedures or simplified and yet
accurate means were available to evaluate the actual phenomena
taking place in various components of a machine, particularly
under dynamic conditions.
Experimental aids originally developed and improved for
industrial applications have influenced significantly the field
of farm machinery design, where crude and bulky machines are
steadily and progressively being replaced by efficient ones.
With the advent of better experimental design methods, the
application of these techniques became more common in farm
machinery design.
Use of such techniques as photoelasticity,
electric strain gauges, and electro-magnetic devices has been
responsible for the improvements in present day equipment used
in agriculture.
Studies on reduction of extra weight, stability
of tractors and other equipment, elimination of undesired
vibrations transmitted to the supports of a mower or a har
vesting machine, analysis of indeterminate frame structures
of a harrow or a loader, and tests on the force distributions
- 3 in a mold/board plough are among the innumerable problems where
experimental techniques are being successfully applied for
solving conditions which otherwise involved mathematical approach
founded on factors which were in many cases impossible to eval
uate.
In certain cases, use of these experimental methods for
the design of harvesting machines has resulted in the reduction
of undesirable excessive weight up to twenty percent.
The object of this study was to apply some of these avail
able experimental means in the analysis of stress patterns in
some mechanisms of farm machines, both under static and dynamic
operating conditions, and then drawing a comparison or similarity
with the theoretical and analytical methods.
For this purpose, certain components, such as a plunger
or compressor, a side-crank machine like a mower, and various
kinds of drives such as gear and belt drives were isolated
and mounted in a compact form.
This experimental stress machine
made feasible a comparative study and testing of the mechanisms
under variable operating conditions.
The electric strain
gauge method was employed for the testing purpose.
Among the
main features of this experimentation were such items as the
determination of repeated and whipping stresses in connecting
rods, evaluation of effects of torsional vibrations in crank
shafts, torsional and bending stresses in flywheels, gear teeth,
and the main shaft.
Having evaluated these values, an attempt
was made to compare them with the theoretically determined values
in order to correlate the two techniques, and to bring out the
elements of relatively higher accuracy and simplicity as observed
in the former.
REVIEW OF LITERATURE
In any conventional design work, knowledge of the follow
ing three elements is of significant importance:
1.
Type of loading,
2.
Distribution of load.
3.
Properties of the material.
At present, various techniques are employed in evaluating
the applied load pattern.
Some of these methods determine the
static and average or steady state dynamic loads with reason
able accuracy.
However, two factors usually account for the
complication and difficulty in solving for load distribution.
Statically indeterminate structures such as frames of many
farm implements make mathematical solution impractical.
In
addition to this, the computation of force distribution in
individual members of complex shapes becomes extremely diff
icult .
Two possible approaches are made by the design engineers
in evaluating the working stresses in various mechanisms.
The
first is the usual theoretical design procedure, very often
involving calculations based on rigorous mathematical formulae
and equations.
This is the method where, at the end of the
solution, a so-called factor of safety is thrown in.
This
safety factor usually varies anywhere from two to twenty, de
pending on the magnitude of the risk involved in the use of
- 5 that particular machine, and to overcome the possible errors
in assumptions made at various stages of the design.
The
second commonly used procedure is the trial and error method,
which has a very wide application in industrial design works.
Elaborating on the use of this method in farm machinery design,
a research engineer has said that most new designs of fanri
-=>
implements are modifications of some previous implement, enough
similar to provide the basic design data by virtue of its
successful or unsuccessful performance.
Many very dependable
implements have been developed by building an admittedly in
adequate pilot model, placing it in the field and reinforcing
the part that failed until the revised model performed (19).
The method, as compared to the former, is not too impractical,
but the main drawback in this type of work is that in most in
stances, such an approach leads to extra heavy structures which
become expensive and uneconomical from the commercial and
practical standpoint.
Progress of Stress Analysis
Stress analyses techniques, whether theoretical or exper
imental, are concerned with the determination of stresses and
strains caused in a structure deformed within the elastic range,
and also due to the plastic deformation.
Theoretical evalua
tion of stresses is not flexible enough in that it is limited
in application to structural members of certain shapes.
The
■S’"
theory without the experimental part becomes invaluable from
- 6 the standpoint of planning and development in design work.
A
combination of both the theoretical knowledge and experimental
procedure is very much desirable for the execution of success
ful planning in the field of engineering design.
With the
evolution of experimental stress analysis techniques to an
advanced stage, this link between theory and experimental work
has been growing stronger.
In the early part of the seventeenth century, Galileo
stated several factors responsible for the failure of simple
elements: his conclusions mainly derived from experimental
work.
Realizing that the science of mechanics of materials
was hardly known at that time, his contributions, though
erroneous, can be referred to as the precedent of modern stress
analysis (22).
Robert Hooke gave an impetus to the retarded
experimental elasticity by stating his well-known Hooke's law
where he mentioned that the elongation of an elastic member
was proportional to the applied force.
Location of the neutral
axis of deflected beams was another significant contribution
made by Mariotte (22).
During the eighteenth century, Bernouli
compared the elastic properties of the materials by using their
cellular structure.
Euler's formula derived from his column
theory, Lagrange's and Euler's theory of elastic stability,
and Coulomb *s torsion theory were among the outstanding works
accomplisher during the latter part of the eighteenth century.
It could be stated that during this century, concentration of
efforts was more towards the theory of elasticity than on the
direct improvement of experimental elasticity.
- 7 Young's modulus of elasticity was a significant addition
towards furthering the experimental knowledge.
Equilibrium
equations as given by Navier form the basis of the theory of
elasticity.
Poisson's work on verification of Navier's
equations, and Poisson's ratio, along with Cauchy's analysis
of stress at a point by using six components, were the im
portant works of the earlier nineteenth century.
Contributions made by Saint Venant- his famous torsion
theory and his Saint Venant principle, Maxwell's works on
statically indeterminate structures, and Airy's stress functions
marked the progress of theory of elasticity during the latter
half of the nineteenth century.
David Brewster, F. E. Neumann, and Clerk Maxwell dis
covered the laws about the double refraction of the deformed
isotropic solids, and the stress-optical relationship, which
laid the foundation for the modern science of photoelasticity
(12).
Later on, Wilson and Mesnager attempted some investi
gations on simple structures by utilizing the same principles.
A further contribution made in this field was the treatise on
photoelasticity by Coker and Filon in 1951 (7).
Use of hydrodynamic-torsion analogies, and membranetorsion analogy are among the several experimental methods,
evolved during this century.
Kelvin, Tait, and Boussinesq
have been the pioneers in the hydrodynamic-torsion analogies
work; while the name of Prandtl is mentioned in connection
with the membrane-torsion analogy.
Dr. L. B. Tuckerman revolutionized mechanical strain
gauging technique by developing a mechanical-optical strain
gauge of a short gauge length; rugged in construction and of
greater accuracy.
During the period of 1920 to 19^-0, several
mechanical gauges were made available.
Among these were the
Huggenberger tensometer and the dePorest scratch-type gauge,
the latter made flexible for recording static and dynamic
strains of rather low frequency.
Along with the experimental progress, two significant
contributions to the theory were made during the earlier
twentieth century.
Buckingham's theory of dimensional analysl
by means of pi theorem, presented in 1915* and Westgaard's pre
sentation of strain rosette equations, added tremendously in
analyzing the relationship between the model under study and
the prototype, and in graphical and mechanical solutions of
various problems.
The Brittle lacquer method marks another distinct step
towards the progress of experimental stress analysis.
Pre
liminary investigation on this subject was made by Dietrich
and Lehr, two German scientists.
This study was followed up
by the Frenchmen, Portevin and Cymboliste, and later on
materialized for a useful practical purpose by dePorest and
Ellis.
The application of X-Rays technique for evaluation of
stresses in machine parts has been a fairly recent addition
to the list of experimental means of stress analysis.
Also,
- 9 the development or high speed photography has found a very wide
scope In analyzing loading patterns, travelling Impacts, and
other stresses In several mechanisms which need a quick evalu
ation not possible by any other experimental procedure.
Among the latest of these developments, and probably a
very highly accurate and practical method, with a very wide
application In studies of both the static and dynamic loadings,
is the development of the variable resistance electric strain
gauge by the ingeneous works of de Forest.
With the constant
improvements in electronic devices, it can be said that
electric strain gauge technique will be extensively adapted
in numerous phases of experimental stress analysis work.
Description of Experimental Methods
Analogies
With the advancement of mathematics in applied sciences
and engineering, analogic experimental methods in stress
analysis became more popular.
In general, analogic treatment
to a certain problem is desirable in situations where solu
tions of equations representing a physical system are often
too difficult to derive, or the numerical solution becomes a
labourious task, and a direct study either on the system or a
model Is not quite feasible.
Analogical investigations made on electric circuits were
correlated for determination of the nature of mechanical vibra
tions, flow of fluids through tiles and closed or open pipes,
- 10 and other problems Involving study of mechanical properties
of certain mechanisms.
Application of membrane analogy can
be cited In cases like the shape of a soap film representing
shearing stress In a twisted bar; and the solution of a pro
blem of slow motions of a viscous fluid In two dimensions
representing the solution to a flexure problem of a plate.
Various stages that form the basis of an analogic ex
periment can be briefly stated in the following words.
At
first, a mathematical analysis or equations are derived for
a physical system whose analogue is to be studied.
Similar
mathematical form is obtained for the analogue of the
physical system.
An attempt is then made to correlate the
two by means of their mathematical expressions.
Finally,
the physical investigation is conducted on the analogue and
the results are transferred to the original physical system.
Membrane Analogy.
Membrane analogies are used either
for a torsion or bending experiment.
In such cases, either
a soap film, a rubber membrane, or a meniscus surface is the
most common kind.
Soap film analogy is a very desirable one
because of the fact that the unit tension T is automatically
uniform throughout.
The differential equation of the elevated
surface z = f (x,y) assumed for a homogeneous membrane stret
ched with uniform edge tension T over a contour s bounding an
area S of the (x,y) plane and dilated by a uniform pressure p
- I l
ls
ti + (#)g3 ¥§a'- g If If life + t1 + (gf)2l gf* _
[i
In a case where
+
( H )2
+
^
( | f )2 ] 4
T
no pressure Isexerted against the membrane,
the above equation reduces to zero on the right hand side (17).
Anthes was the first one to come out with the application
of soap film analogy for torsion problems in 1906,
He used a
rectangular box with a slot in its vertical side through which
the film was stretched.
The film was inflated by blowing in
a measured amount of air displaced from a glass tube.
Later
on, Griffith and Taylor introduced their apparatus in 1917*
which became very widely used for such experiments.
The maximum limiting linear dimension for an experimental
hole is around 5 inches, in case of circular hole the radius
is taken equal to twice the ratio of the area to the perimeter
of the circle, so that the average boundary slope of the ex
perimental hole
should equal to the slope at the edge of the
cirle.
of symmetrical patterns, studies of contours
In case
on only one half the hole are conducted.
The Anthes checkerboard, Griffith and Taylor autocollimeter,
Quest collimeter, Relchenbacher's automatic recorder, and
Thiel's photogrammetric camera are the instruments developed
and used for evaluation of the slope of the pressure soap film
in order to determine the stress pattern of the model under
study.
The first one yields results closer to the theoretical
12 analysis (within 1 to 3^) than any other method.
Measurement
of volume under the soap film surface is accomplished either
by contour method using a vertical micrometer (Taylor and
Griffith), the 'black-spot* method, or by the integration of
the slopes as determined by the former instruments.
Probably
the most direct way would be the measurement of the volume of
air introduced in forming the soap film membrane.
When the zero-pressure soap film is used in a torsion
test, the use of function F = - GGx2 is suggested for the
building of the boundary wall.
The boundary ordinates lie
on the surface of a parabolic cylinder
z f=
kx^ (k a constant),
and the shape of actual hole to be cut from a flat plate can
be obtained by computing the ordinates.
(2kx(f^l+4k2x f )
Here x § represents the x coordinate of the projection of the
boundary on the horizontal plane, and x is the corresponding
x coordinate on the developed surface.
After cutting the hole,
the sheet is bent on a cylinder z(= kxp, the edge of the curved
plate giving the boundary ordinates.
Kopf and Weber have introduced the use of a rubber dia
phragm, stretched over a cut out surface in a plate and bulged
into a mass of paraffin of unit specific gravity by water
- 13 pressure.
On hardening, the paraffin proves a permanent cast
of the bulged diaphragm.
This enables getting data on In
clination of normal stress lines.
The advantageous part of
this rubber diaphragm is the sizeable reduction of sag due
to weight on account of large allowable tension, the permanent
nature of the diaphragm, the simplicity of operation, the liesurely evaluation of contours from frozen paraffin, and the
allowable accuracy in the measurement of the ordinates and in
building of boundary heights.
Meniscus surface membrane analogy has been first suggested
by Piccard and Baes in 1926.
The separation of two immiscible
liquids is used in these experiments for torsion analogy.
Due
to the presence of capillarity, an equivalent constant tension
exists on the surface, and the meniscus can be used both for
pressure and no-pressure experiments.
Electric Analogy.
Jacobsen was the first one to perform
electric analogy experiments on torsion of axially symmetric
shaft for determining stress-concentration factor for circular
shafts of two diameters connected by a circular fillet.
The
results of his experiment checked with the graphical results
of Willers (18), but differed from the experimental results
of Weigand or the theoretical work of Sonntag.
Thum and Bautz have also introduced a method of electric
analogy studying the problem of stress-concentration factor in
shafts.
Their method, in comparison to that of Jacobsen's,
does not require measurement of the potential, but drawing of
- 14 equipotential lines only.
This directly locates the point of
maximum stress concentration.
Moreover, the 3hape of the
model can he easily changed.
The differential equation for the distribution of the
steady-state potential V in a thin plate of constant thickness
can be represented as follows:
b2V
+
d2V
.
_ o
the coordinate plane x,y, is in the same plane as the plate.
For the analogy between the above equation and that of torsion
problem, the"following relationship is used:
2
V
where
y,l s
&
=
0
a function of x and y.
To represent similarity between the above differential
equation and the case of bending, the differential equation
2
V
is some other function of x and y only.
The boundaries of the thin plate used should be of such
shape and held at such voltages that V on the boundaries should
be similar to those required of <|> and
if*
by their boundary and
single-valuedness conditions.
Similar to the above differential equation for steadystate potential V in a thin plate, the equation of steady-state
current flow can be stated as follows:
15
or
6
55c
( h_ av)
_d_ (h_ av)
R dx + dy R dy “
where x and y are cartesian coordinates, R Is the specific
resistance of a cube of unit edge, h Is the plate thickness,
and axis z is chosen parallel to the thickness of the plate*
In connection with electric analogy as a means of solving
stress problems experimentally, Kron's analogy of elastic
field, Bush*s electric network for pin-connected and rigidjoint structural frames, Mallock's machine for solving simul
taneous linear equations, hold a very significant place.
Hydrodynamical Analogies.
Three hydrodynamic analogies
on torsional problems have been studied by Thomson and Tait,
Boussinesq, and Greenhill (17).
A brief account of these is
presented in the following:
a).
The steady-state motion of an irrotaional non-viscous
fluid filling an infinite prism of cross-section S, rotating
with unit negative angular velocity can be interpreted by
-2 over S,
C a constant, (commonly taken as Zero)
over boundary s.
y,
is the stream function.
b).
The steady-state pressure produced laminar axial
flow of a viscous fluid in a pipe of cross-section S can also
be represented by the above equations, where now
the axial velocity.
denotes
- 16 c).
The steady-state motion of an ideal non-viscous
fluid circulating with uniform longitudinal vorticity in a
foxed prism S is characterized by the equations:
Z =
(J) + i ^
and
2
V
-2 over S,
where Z is an analytic function,
and
(p
is the velocity potential
represents the stream function.
Since the producing of
a vorticity of such a nature is difficult, this analogy does
not have much of sin experimental significance.
Photoelasticity
Photoelasticity as a designer's tool has met with a great
success in the stress analysis work.
Problems not readily
solvable analytically by other available techniques have yielded
valuable data when the method of photoelasticity was applied.
Photoelasticity provides an over-all visual picture of the
shearing-stress distribution throughout a specimen.
It makes
possible the measurement of stresses at a point, thus the regions
of high stress gradient can be evaluated.
In precision, results
obtained in two dimensions by photoelastic methods are comparable
to strain gauge measurements.
A fairly elaborate pattern of
stress distribution can be obtained on irregular shapes of the
model used for studying the prototype.
Thus stresses at in
terior points may be evaluated.
Sir David Brewster was the first one to publish in 1816
that clear stressed glass when examined in polarized light
- 17 exhibited coloured patterns.
However, not much practical use
was made of these results, and very few applications were made
until the turn of that century.
Reputed physicists like
Neumann, Maxwell, and Wertheim (22), have furthered the pro
gress of the theory established by Brewster by defining that
the optical retardation causing the colour effects is pro
portional to the difference of the principal stresses existing
in the glass.
Later, Professor E. G, Coker of the University
of London introduced celluloid models and used monochromatic
light which made possible m o d e m laboratory photoelastic
studies.
The development of synthetic plastics and invention
of Polaroid for producing large beams of polarized light have
greatly assisted the promotion of photoelasticity for labor
atory techniques, and have significantly reduced the cost
factor involved.
Works accomplished by Procht, Hetenyi, Drucker, I>olan,
Filon and Murray have played a great role in furnishing an
adequate tool for modern design engineer.
Glass, celluloid, bakelite, and several other synthetic
resins under stress refract a beam of light similar to a
crystal.
This double-refraction, temporary in nature, is
like in a wave plate; and the retardation is dependent on
the intensity of the stress, the refraction disappearing at
the removal of the load.
For the cases of plane stresses
within the elastic limit, the following laws govern the transc
mission of light for photoelastic stress determination.
- 18 a.. The light 4s polarized in the directions of the prin
cipal stress axes and is transmitted only on the planes
of principal stress.
b.
Intensities of the principal stresses in the two planes
govern the velocity of transmission of light in each
principal plane.
Moreover, this transmission obeys
the following equations represented in terms of plane
stress (8 ).
N —
— Ng
M = M-l
- Mg =
= AQ*2_ + Both have either a bonded or unbonded form.
The non-
metallic unbonded gauge has a resistance element so arranged
that when one part of the gauge is varied with respect to
the other, it causes a change in pressure, which in turn varies
the resistance of the element.
It consists of a series of car
bon plates put together in a stack.
Any displacement in one
part of this stack relative to the other, changes pressure on
the stack plate, hence the resistance of the element is altered.
The non-metallic bonded gauge has the resistance element
bonded directly to the specimen, and the strains in the speci
men change the pressure or the dimensions of the bonded ele
ment, thus transforming a displacement into electrical resis
tance.
Bloch prepared a carbon coating to be directly applied
to the structure under test.
The carbon particles, by moving
closer or apart give a variation in resistance similar to that
of a microphone.
The measuring unit employed by Bloch was an
- 4 1 -
ordinary two-stage amplifier.
Later, Hamilton Standard Divi
sion of United Aircraft Corporation developed an impregnatedplastic resistor which is used at present in place of carbon
coating.
Both bonded and unbonded non-metallic gauges have
a rather restricted range of applications such as in aircraft
propeller tests during flight, displacements, loads and strains
in flexible cables, vibrating members, pressure gauges and
dynamometers.
The main disadvantages are that they are cum
bersome and less accurate than the wire resistance strain
gauges.
The unbonded metallic gauge was first devised by R. W.
Carlson (5).» and used in detecting strains in concrete struc
tures.
Carlson gauges in their simplest form consisted of
three coils of wound wires, one coil being unaffected by the
gauge motion, and the other two colls made tension sensitive;
one having reduction in tension and the other an increase in
its tension whenever the gauge was displaced.
Unbonded wire
strain gauges having essentially the same principle are made
by Statham Laboratories, and are used in several devices such
as pressure pick-ups, and force and acceleration recordings.
Clark and Datwyler at California Institute of Technology
and Professor Ruge at Massachusetts Institute of Technology
were the noted men who came out with practical application of
the bonded electric wire-reslstance strain gauge directly to
the specimen being tested.
A resistance wire strain gauge is
composed of a fine grid of wire about 0.001 inch in diameter,
and cemented between two sheets of treated paper or felt.
SR-4 gauges manufactured by the Baldwin Southwark Division,
- 42 Baldwin Locomotive Works, are the type of electric strain
gauges used extensively in current stress analysis work.
In order to obtain better and accurate results by the use
of electric strain gauges, the following factors are of im
portance :
The determination of the location for mounting
strain gauges, a thorough cleaning of the surfaces on which
the gauge is to be applied, a good bond between the gauge and
the specimen, sufficient drying period (preventing excessively
high temperatures if artificial heat is used), and an open
check of the gauge to detect any damage done during the mount
ing process.
Detailed information on mounting procedure is
furnished by the gauge manufacturing company or could be ob
tained from various articles dealing on this topic.
Fundamentally, electric wire resistance gauges require
four simple circuits for the transformation of the measured
mechanical displacement into electrical resistance.
The first
circuit Includes the source of supply; it could be a d-c
battery or an a-c oscillator unit.
second part of the main circuit.
The gauge circuit Is the
This correlates the mechan
ical displacement to be measured to the potential difference
caused due to the displacement.
The amplifier circuit, which
merely boosts up the signal from the gauge circuit without
any warping or distortion, forms the third circuit.
The re
cording or metering circuit is the fourth element of the main
circuit.
This circuit has two parts, the discriminator and
the galvanometer or oscilloscope.
Thus It has a double func
tion, it discriminates the sign of displacement being measured
-
and then records the signal.
4?
-
A diagrammatic sketch of the
static and dynamic circuits as prepared by H. R. Lissner and
C. C. Perry, and used for a resistance wire electric strain
gauge is presented in the Appendix.
The circuit essentially
consists of a simple Wheatstone bridge, the active and dummy
gauges usually forming two sides of the bridge.
To start
with, the bridge is balanced under no load, or for dynamic
testing, under static loading conditions.
As the active
gauge is further stressed, either due to static loading in a
static circuit, or due to dynamic stresses in a dynamic cir
cuit, it unbalances the formerly balanced Wheatstone bridge.
The deviation from balanced condition, after being amplified,
serves as a measure of mechanical strain in the specimen
tested.
Gauge factor, very frequently encountered in connection
with bonded wire electric gauges, is simply a ratio of change
of resistance to change of strain, and is dimensionless.
Ex
pressed by a formula is would be:
AR
G.F. =
R
E
where G.F. refers to gauge factor,
A R is the change in resistance,
R is the total change,
and E indicates the unit strain.
According to F. G. Tatnall (28), three basic types of cir
cuits are applicable in all types of strain gauge work.
A
- 44 diagram representing all three forms of the circuits is shown
in Figure 5.
The first one is for measuring bending, elimin
ating both tension or compression.
Applications of this type
can be cited in shop gauges, comparators, and other instru
ments replacing dial gauges.
The second kind of circuit is
the one for measuring axial components only by eliminating
bending.
This circuit is commonly used in determination of
load on the work as in a press or power tool, in measuring
fluid pressures, in commercial pressure cells, and in engine
indicators.
The last type of circuit is the one used for
measuring torque or twist.
This circuit measures both static
torque and torsional vibrations.
Electric strain gauges have diversified uses.
Some of
the more unusual and important applications are listed below.
These gauges have been used in explosive impact tests, anal
ysis of hortonsphere, underwater explosions, evaluation of
residual and fatigue stresses, and in model studies in super
sonic wind tunnel tests.
In the aircraft Industry they are
used for determining Impact loading of the airplane, repeated
load Investigations in aircraft components, and In telemetering
Impact forces in airplane drop-test.
The gauges are applied
in ship-building problems, structural evaluation of engine
parts, in observing performance of large machinery operating
conditions, and in determining vibratory stresses In turbo
supercharger buckets.
They are used in farm machinery as an
aid in development and In design, and for determining power
- 45 -
IDAS
FIG. A. MOMENT
LOAD
l R2
F1G*B« FORCE
C AND D OH OPPOSITE
SIDS
I
■x ‘ I)
FIG.C. TORSION
Pig. 0.
Three Basic Circuits of Wire Resistance Gauges. (29)
- 46 and torque distribution under field conditions.
As a means
of measuring other physical properties, the gauges are used
for precision determination of weights, as accelerometers, as
velocity meters, as three component force recorders, and used
as drawbar dynamometers as shown in Figure 6 .
Among the u n
usual applications, strain gauges are used for determining
mechanical behavior of the skull and its contents when sub
jected to injuring blows.
With so numerous advantages, these strain gauges also
have some drawbacks.
Exact location of the gauges is a very
important factor, its determination sometimes becoming im
practical.
High temperatures or oily conditions can make
these gauges defective.
Centrifugal forces in rotating parts
(where gauges are mounted), tend to break the lead wires away
from the gauge, thus ruining the finer gauge wires.
Instru
mentation and careful analysis of the stresses calls for an
experienced person with high skill in order to get satisfactory
performance and accurate results.
In most of the stress analysis work, strain gauges are
mounted on rotating parts, and a satisfactory means to make
electrical contact between the rotating elements and the sta
tionary recording and control unit Is highly desirable.
devices used for this purpose are called torquemeters.
The
Figure
7 shows a bonded wire gauge torquemeter designed by A. C.
Ruge (26).
This is essentially a brush and slip ring assembly
where three brushes In parallel are used on each slip ring In
Figure 6 .
Strain gauge drawbar dynamometer.
(i4)
Figure 7.
Bonded wire gauge torquemeter.
- 49
-
order to provide continuous contact even under heavy vibrations.
However, due to the fact that at times the resistance between
the rings and brushes is greater in magnitude than the actual
variation in resistance of the strain gauges, this unit be
comes inefficient and may cause severe error in recordings or
readings of actual strains.
Also high speeds and oil in the
slip rings effect the performance.
Another unit using electromagnetic principle for making
between stationary instruments and rotating mechanisms is the
magnetic-coupled torquemeter constructed by B. P. Langer and
K. L. Wommack (2l), as shown in Figure 8.
In principle, the
torquemeter consists of a magnetic strain gauge where the por
tion of magnetic circuit carrying the coils remains stationary,
and the variable air gaps are mounted on the rotating shaft.
The magnetic flux is transmitted from the stator to the rotor
through radial air gaps.
No slip ring3 and no electric coil3
(which may be damaged due to centrifugal forces) are required.
On account of its calibration of the circuit and rather intri
cate construction, its accuracy is effected, and construction
becomes a costly item.
A mercury bath collector as constructed by D. E. Burrough
(4) has been used on some power and torque determinations.
The
critical electro-chemical nature of mercury being in contact
with metal influences the properties and tends to vary the re
sistance more than the resistance variation in the body of the
gauge itself.
The construction details, together with modified
torquemeter as designed by the author are discussed in the ex
perimental part of the thesis.
- 50 -
- 51 The strain gauge is a fine and tiny resistance element in
which slight changes in length or cross-section result in re
sistance variations of the Wheatstone bridge.
The means of
measuring and recording the strains, therefore, become essen
tially a problem of determining these minute resistances.
The more important pieces of equipment that go into the
strain measuring circuits are power supply units, bridge cir
cuits, amplifiers, oscillographs and galvanometers.
Several
strain recording sets have been manufactured, varying mainly
in the number of measuring channels, capacity, and power supply
units .
An entire strain gauge control unit consists of balancing
controls for strain gauge bridge, a zero adjuster, sensitivity
controls, a vacuum-tube amplifier and an output circuit for
coupling amplifier output to the oscillograph.
In fact it in
cludes all the electrical instruments between the strain gauge
and the recording oscillograph.
Several types of amplifiers can be used in the circuit de
pending on the frequency requirements of strain measurement,
and on the kind of electrical power input.
A direct-coupled
amplifier responds to both static and dynamic strains, whereas
the capacitance-coupled amplifier will respond to dynamic
strains only.
But the direct-coupled amplifier Is not stable,
and runs out of adjustment and balance.
A capacitance-coupled
amplifier together with a phase-sensitive demodulator or dis
criminator is more commonly used.
This combination eliminates
- 52 inter-relationship between zero and sensitivity adjustments.
The demodulator prevents the carrier frequency from reaching
the galvanometer, but lets strain variations pass through.
Also this system enables the current to flow through the gal
vanometer in one direction for tension and in the opposite
direction for compression, and galvanometer current will be
zero for zero strain.
To avoid drifts (caused by heater and
plate voltages variation, and by slower variations in the
emission of the cathode surfaces) in the vacuum-tube amplifier,
negative feedback principle is used.
This merely consists of
balancing a part of output voltage against the input voltage.
Negative feedback is essentially a resistance voltage divider
operating backwards, and even though the gain of amplifier
may vary widely, the entire gain with a proper negative feed
back may change very little so as to be immeasurable.
These
strain gauge control units have resistance and capacitance
balancing controls to permit convenient balancing of the strain
gauge bridge.
A ten-step attenuator is provided for accurate
adjustment of sensitivity from zero to one hundred percent in
1C$ steps.
The source of power comprises a 12-volt or 24-volt storage
battery, or a llO-volt 60-cycle line, and furnishes accurate
and regulated d-c power for the anodes of the vacuum tubes in
the control unit and carrier power for the strain gauge cir
cuits.
Indicating and recording devices have a great bearing in
their use with strain gauges.
Proper selection of these
- 55 instruments is necessary in order to assure satisfactory re
sults.
An oscillograph is a high speed recording instrument
that records strain variations in a permanent form.
The
galvanometer and a small rotating mirror and the sensitive
moving film are the essential recording elements.
The mirror
rotates through an angle proportional to galvanometer current
and reflects a beam of light onto a moving chart of sensitized
paper or film.
Sometimes, a combination of galvanometers is
used in a single oscillograph so as to record a number of
strains simultaneously on the same chart.
Following are the essential elements of an oscillograph:
1. Galvanometers with mirrors and moving charts.
2.
Chart-drive mechanism and a light source and optical
system.
3.
Time-recording device.
4.
A transmission to select suitable recording speed.
5.
Viewing screen for the operator to read deflections.
6.
A counting device to record each oscillogram.
7.
A length-control device for the recording film.
8.
Galvanometer circuit attenuators.
9.
Automatic control on oscillograph lamp voltage.
Oscillographs can be classified into the following groups
1.
Cathode ray oscillograph.
2.
Magnetic oscillograph.
c.
Piezoelectric or crystal oscillograph.
-
54
-
The first kind of oscillographs are not produced commer
cially.
They are mainly used for high frequencies recording
which are too high for magnetic oscillographs.
The common
forms of magnetic oscillographs are the string type and the
moving-coil type.
The former is sensitive to frequencies
ranging from zero to 8,000 cycles per second, and consists
of a single straight conductor whose shadow is projected on
a moving photographic film.
Moving-coil type has a torsion-
ally rotatable coil in a magnetic field with a small mirror
reflecting beam of light on a moving film.
Its frequency res
ponse is from zero to 12,000 cycles per second.
These oscill
ographs have as many as 24 galvanometers and are multichannel
instruments.
An illustration of a general-purpose Economy
Oscillograph is given in Figure 9 manufactured by the Hatha
way Instrument Company (15)* an organization of high reputa
tion for making electronic instruments for electric strain
gauges and other devices.
This oscillograph is multi-channel
instrument having six to twenty-four elements.
PURPOSE OF THE INVESTIGATION
The science of machine design has been in the past based
on theoretical evaluations and certain analytical techniques.
With the advancement of the experimental procedures and per
fection achieved in the application of these experimental
methods to the design or redesigning of the machines, an ex
tensive field of experimental machinery testing has been de
veloped.
In the case of farm machines, bulky and somewhat
crude mechanisms, formerly designed on the basis of trial and
error method, are being refined and modernized by means of
the available experimental aids.
The main object of this study was to apply one or several
of the available experimental techniques in the evaluation of
stresses either in the farm machines already designed or in
an experimental machine representing a combination of various
common mechanisms.
Then an attempt was to be made to compare
and correlate the experimental data with the theoretical
determination of design analysis on the same machine.
With this intent, a preliminary investigation was con
ducted on a hay baler by stresscoating some of the parts with
higher stress concentration determined previously by using
the theoretical analysis.
However, the circumstances did
not favor the study on one specific machine, hence the In
vestigation was left Incomplete.
Later, the work was con
ducted on the feasibility of such an investigation on several
- 57 machines.
Therefore, it was necessary either to use a farm
machine having all the common mechanisms, or build an exper
imental machine using a combination of the common mechanisms.
Several farm machinery and equipment catalogues were
sorted in order to obtain information on the various types
of mechanisms employed in different kinds of tillage machines,
planting, fertilizing, dusting and spraying equipment, har
vesting and mowing machinery, and in tractors and stationary
power units.
A listing of the types of mechanisms revealed
the fact that among the most common ones were the three kinds
of drive mechanism, namely the belt drive, the gear drive and
the chain drive, the reciprocating centre-crank mechanism as
a piston connecting rod and crankshaft assembly of an engine,
a plunger in a hay baler or a compressor unit, and the recip
rocating side-crank mechanism such as in a mower, a harvesting
machine or a combine.
After obtaining this data, it was discovered that there
was not any one farm machine as yet designed which had all
the above-mentioned mechanisms represented.
Therefore, an
experimental unit was designed and constructed where an assem
bly of almost all the above types of mechanisms was represented,
and the entire unit was made flexible enough either to operate
any one mechanism separately, or to employ testing and running
of all different mechanisms at the same time.
This study was primarily conducted for the evaluation of
forces, loading patterns, torsional and vibratory stresses,
traveling impacts, and bending, whipping and centrifugal stresses
- 58 in the mechanisms commonly used in farm machines.
For this
purpose the electric wire resistance strain gauges were to be
used and a similarity or comparison were to be drawn between
the experimental and analytical procedures.
Moreover, it was
desired that such an investigation being fundamental in its
nature, would assist in designing or redesigning the above
mechanisms in any farm machine where the knowledge of opera
tion and performance characteristics were already known.
Due to the fact that the experimental machine was to con
sist of diversified mechanisms, and no recording instruments
»
for field conditions were available, it was not practical to
test the machine under actual field conditions.
Therefore,
all the experimental test work and analysis was conducted in
the laboratory.
Instrumentation of the Project
A project involving work of an experimental nature would
undoubtedly have some instrumentation in order to facilitate
measurement and evaluation of certain desired quantities.
The
nature of this project being similar, this kind of experimen
tation demanded instruments for measuring speed of rotating
parts, mechanical and electrical loads of transmission and
drive mechanisms, and the variation of electric resistance of
the fine grid of the wire gauges.
Besides, some type of arrange- •
ment for the steadyresistance electric contact between rotating
parts and the stationary recording instruments was necessary
- 59 to transfer* electric signals from the gauges to the pen re
corder.
The Brush Analyzer
The type of electronic instrument used to amplify the
strain gauge signals and to record them in terms of calibrated
strains was the Model BL 310 Brush Analyzer and Oscillograph
( 5 ).
This instrument had a frequency range from zero to 120
cycles per second, and was equally applicable for both static
and dynamic strain measurement.
The type of recording con
sisted of a magnetic pen motor with a recording pen, and chart
speed adjustable to 5 » 25 and 125 mm/second.
The wiring dia
gram for the instrument is given in Figure 10.
This clearly
indicates the path of the electric signal after it is picked
up from the Wheatstone bridge.
The functions of the attenuator
the discriminator, the oscillator and the amplifiers are the
same as stated earlier in connection with the description of
instruments for strain gauges in the review of literature.
t
The Mercury Torquemeter
In order to bring the electric signals from the rotating
units to the stationary Brush Analyzer, some kind of electric
contact device with non-varying resistance was required.
In
looking through the types of such devices, called torquemeters,
It was desirable from the economical and steady electric cont
ductance standpoint to construct one based on somewhat similar
- 6o -
Attenuator
Pen
Motor
A-c
Amplifier
Oscillator
Fig. 10
T£Tscriminator.
Wiring diagram Brush Analyzer Model BL 310
principle to that of Burrough's mercury bath collector ( 4) .
This unit essentially consisted of a pool of mercury in a
stationary Plexiglass housing with a metal ring at the bottom
of the pool inside the housing.
Passing through the housing
was a tube connected to the rotating shaft and on this shaft
was mounted a metal disk which served for a contact between
the wires from the electric gauges and the mercury pool.
Leads
were taken out from the metal ring in the mercury pool to the
Brush Analyzer.
The metal used for the rings was brass and
for the disks was copper, but the exposed surfaces Were nickle
plated in order to prevent mercury reaction, since mercury was
found to react with almost all metals except nickle and plat
inum.
Instead of soldering the wires on to the rotating metal
disks, a mechanical connection was made by drilling a hole in
the disk and putting the end of wire and riveting the wire to
the disk.
All the exposed parts of the rivets and the wires
were also nickle plated.
A thin plastic tubing mounted on the
tube between the tube and the tube and the disks served as an
insulator.
To avoid any electrolysis due to impurities in
mercury which could very easily vary the steady resistance of
the unit, a drop or two of dilute nitric acid or dilute sul
phuric acid were added.
This stabilized the resistance and
enabled procuring strain readings from the wire resistance
variation of the gauge only.
A self-explanatory drawing of
the torquemeter is shown in Figure 11.
In Figure 12, the
torquemeter is shown mounted at the end of a shaft and used
■v
Brass disk
2 " Diameter
(nickle-plate
A
Ball Bearing
7
Brass
rin 0
(nickle-plated)
Scale Full
o\
ro
Figure 11
Detail Drawing of the Mercury Torquemeter
-
Figure 12.
63
-
Mercury torquemeter mounted on the main shaft.
A
- 64 for strain readings of the rosette gauges on the pulley shown
in the figure.
The Stroboscope
The nature of the experimental work demanded for more pre
cise measurement of the magnitudes of various quantities.
Knowing that the type of drive used would affect the precision
desired, no mathematical computations were relied upon to de
termine various speeds of several drives under varying or con
stant loading conditions.
For a higher precision and greater
accuracy, the Strobotac was used.
Strobotac was used as an
electric timing device to measure rotational speeds.
Low and
high intensities of speeds could be measured by this Strobelight, although in this particular experiment only the low
range was used.
The accuracy of this instrument as stated by
its manufactures was within +
1 %.
The Simpson Meter Model 260
A combination of volt meter, ohm meter and ammeter was
used during the experimental work.
The ohm meter was used to
make open check of the resistance gauges so as to determine
whether or not there was any damage done to the gauges while
mounting or during the operation of the machine.
The steadi
ness of the resistance in the torquemeter cells was also de
termined by means of the ohm meter.
The volt meter and the
ammeter combination was used in measuring the output of the
electric motor generator type dynamometer used for loading the
gears.
- 65 The Electric Dynamometer
The power-take-off absorption dynamometer was used for
loading the gears.
It was necessary to have some kind of
fairly uniform load and due to its accessibility and flex
ibility, the electric motor generator combination dynamometer
in the research laboratory was the only possibility that could
assure comparatively uniform loading.
The experimental machine
was driven by a Co-op 4 E tractor, and on one end of the main
shaft of the machine a universal Joint wa3 mounted to drive
the electric dynamometer; the dynamometer was in turn hooked
to an electric resistance load panel consisting of 24 individ
ual heating elements.
This enabled uniformity of loading and
some variation in the amount of loading by hooking any number
of heating elements desired for any specific run.
Figure 13 shows the instruments used for this project.
From left to right the instruments are the Brush Analyzer with
pen recorder, top right the Strobotac and bottom right the
combination unit of the ohm meter, ammeter and volt meter.
Figure 15. Instruments used in the project.
^
a\
- 67 Experimental
The experimental stress analysis machine constructed for
the purpose of the investigation consisted of the following
mechanisms all mounted together to form a compact unit and yet
each of the mechanisms was independent of the other in its
operation, or the entire unit was operated as an assembly:
1. The plunger mechanism consisting of a flywheel,
crankshaft, a connecting rod,
a plunger.
a
and a piston used as
The chamber or cylinder part was sub
stituted for by a circular pipe whose inside diameter
was equal to the diameter of the plunger.
A com
pression spring was used to load the unit.
2.
The mower assembly comprising a flywheel type crank,
a steel pitman, and a cutter bar.
No load was applied
to this assembly, and all the analyses were based on
no load conditions.
5.
The V-belt drive consisting of pulleys driving the
plunger mechanism or the mower assembly.
4.
The spur gear drive.
In this
on the shaft connected to the
unit the gear was mounted
power-take-off of the
tractor, and the pinion was keyed to the main shaft
which was driving the electric dynamometer.
Figures 14 and 15 show the right side and the rear right
side views of the assembly.
These pictures were during the
testing of the plunger and the mower units; therefore, the
torquemeter is shown mounted at the end of the main shaft
Figure 14.
Side view of the experimental machine.
oo
Figure 15.
Rear right side view of the experimental machine
instead of* the universal joint which was replaced in the gear
tests for driving the electric dynamometer.
Detail drawings
of the assembly showing each unit separately are added in the
Appendix.
The machine was at times driven by an adjustable
speed electric motor or by the tractor.
The Analysis of the Centre-Crank Mechanism
Theoretical analysis of the plunger mechanism was made on
the flywheel, the crankshaft, and the connecting rod for the
conditions under which the experimental testing was conducted.
A further discussion on each of these elements is presented
below.
Flywheel.
Three half inch gauges were mounted on the fly
wheel, one of them was on the underside of the rim, and two
were cemented on either side of one of the arms near the gauge
on the rim.
The variation of the load on the piston was
accomplished by using a compression spring having a spring
scale of 31 pounds per inch.
This enabled the evaluation of
stresses for three different loading conditions.
In the first
case no load was applied against the piston head and it was
allowed to operate free.
In the second instance, the compression
spring was used, but the spring was not initially loaded.
In
the third series of the test run, the compression spring was
initially loaded by placing an extra tube behind the spring
inside the main tube.
The intent of this test was to measure the total stresses
in the rim and in the arms.
On account of the fact that this
- 71 particular flywheel was too stiff for the set-up, the bending
stress signals of a greater magnitude either from the rim or
the arms could not be obtained.
However, it was observed that
the stresses in the arms were much higher than in the rim.
In
the case of the arms it was apparent that the experimental
stress due to sudden starting was as much as five times higher
than the dynamic running stresses both due to the belt tension
and the centrifugal forces.
This value was higher than the
theoretically calculated stress, which itself might have been
off due to .the variation in magnitude of certain assemptions
that were made.
Moreover, the computed theoretical stress was
for the point of maximum stress concentration, whereas, due to
the flywheel curvature, the gauges could not be mounted directly
on the theoretical point of maximum stress.
The experimental stress in the flywheel rim was 4.7^
higher than the theoretical stress.
The flywheel speed was
varied from 52.5 rpm to 450 rpm in order to determine the mag
nitude of the stress due to the centrifugal force.
The nature
of the set-up restricted speeds of a greater magnitude.
Al
though the values of the stresses in both the rim and the arms
were not very high, a significant upward trend was noticeable.
However, the increase did not quite follow the high increase
in the magnitude obtained from the theoretical analysis.
was not the primary intent to run the mechanism at higher
speeds, for it was supposed to represent conditions for a
plunger of a baler, or a low speed compressor.
It
- 72 One thing was very significant from the data on the two
gauges mounted on the arms.
In case of the gauge mounted a—
head of the other in the direction of rotation, the belt ten
sion seemed to add to the existing stresses thus giving a
higher stress value than the other gauge recordings which had
a somewhat cancellation effect between their compressive and
tensile stresses acting at the same point.
This was in accord
ance with the theoretical analysis of the situation.
Connecting Rod.
Three gauges were mounted at different
locations on the connecting rod.
One 1/8" gauge was mounted
directly above the centre line of the wrist pin and oriented
in the direction of the travel of the piston.
The second 1/2"
gauge was mounted on the middle of the connecting rod between
the centre lines of the wrist pin and the crankshaft.
The
third gauge was cemented directly above the centre line of
the crankshaft.
The last two gauges were oriented in the
same direction as the first gauge.
The intent of tests on the connecting rod was to determine
the effects and relative magnitudes of repeated compressive
and tensil stresses, whipping stresses due to inertia forces,
and the vibrating stresses due to impact.
Test readings were taken from all three gauges for no
load, spring load, and the loaded spring conditions, and for
a speed range of 52.5 rpm to 4^0 rpm.
A comparison between
the theoretical and experimental values of the total stress
was made and it was found that the average stress values
- 73 (averaged for the three gauges) were about 2-1/2 times higher
than the calculated stresses from Bach's and Gordon's Formulas
(27).
The maximum stress for the same run was far greater in
value than the theoretical stress.
The stresses, however, in
creased as the load was applied on the piston head from a no
load to loaded spring condition.
It was found that for the
1/8" gauge the stress for loaded spring condition was as high
as 1200 psi in comparison to the theoretical stress of 541 psi.
The stress distribution pattern was also determined from
the experimental values, and it was found that the maximum
total stress was nearer to the piston end of the connecting
rod and decreased slightly from the wrist pin end to about
half the length of the connecting rod, but decreased to almost
1/3 at a point directly above the crank pin centre.
An effort to Isolate and evaluate the vibratory stresses
did not prove successful.
It could have been due to two rea
sons, either the speed of 430 rpm was not high enough to cause
any vibratory stress or that the recording instrument which
had a maximum frequency range of about 100 cycles per second
was not capable of picking up the higher frequency vibratory
and travelling impact signals.
According to the author's be
lief, most probably the latter case was true.
By studying the graphs from the charts for all the three
gauges, it was apparent that for no load condition, the 1/8"
gauge recorded maximum stress at an angle of about five degrees
between the connecting rod front end and the horizontal.
The
-
74
-
application or load increased this angle until the point of
maximum stress was attained at around 15 degrees ahead of the
dead centre for the loaded spring condition.
For the 1/2"
gauge on the mid—section of the connecting rod, it was ob
served that the maximum stress point was reached ahead of the
dead centre.
No much variation was noticeable between the no
load and the loaded conditions.
The other l/2n gauge strain
patterns were not sufficiently clear to conclude any results
from their graphs.
Crankshaft.
A 1/8" gauge was mounted on the crankshaft
fillet where the crank pin and the crank were jointed, and it
was oriented along the centre line of the crank pin.
Realizing
the fact that most crankshaft failures occur due to repeated
bending or reversed torsional stresses, the object of this
part of the experiment was to determine experimentally and
theoretically the total stress caused by the torsional and
bending stresses in the crankshaft caused due to the forces
acting against the piston, and due to the inertia forces.
Although many approximate methods are available for eval
uating the stresses theoretically, none of these methods seem
to give a decent approximation for any general condition where
the stresses in the crankshaft are to be measured.
In the
project work, it was not feasible to evaluate the torsional
and bending stresses separately, but an attempt was made to
obtain the total stress.
A glance at the comparative magni
tudes of the theoretical and experimental values presented in
- 75 the Appendix distinctly reveals that the experimentally de
termined stresses were far greater than the calculated values.
The experimental chart revealed also that the compressive
stresses were two to four times higher than the tensile stresses.
Another interesting thing observed from the stress pattern of
the graph was that the total stress did not change sharply from
the compressive to the tensile stress, but the compressive
stress decreased with one slope at first, then the slope changed
around 75° of the connecting rod angle with the horizontal be
fore a high point of tensile stress was reached.
This fact in
dicated that at the point of slope change, impact forces are
prevalent, and these forces suddenly vary the load exerted by
the connecting rod on the crank pin.
An oscilloscope would
have been desirable for evaluating the impact frequency.
A chart showing the effect of load variation on crank
shaft stresses is presented in Figure 16.
The Analysis of the Side Crank Mechanism
The mower assembly was rather similar to the distribution
and types of stresses determined earlier in the plunger mechan
ism.
In this experiment, a steel pitman Instead of a wooden
pitman was used so as to give a true picture of the stresses
with possible dampening effect.
The mower was used with no
load due to the lack of feasibility of the loading operation
in the laboratory.
- 76
Fig. 16 G r a p h of e f f o c t s of load variation on c r a n k s h a f t
stresses.
-
- 77 The stresses evaluated experimentally were mainly in
various sections of the pitman and in the driving pulley for
the mechanism.
In this section only the pitman stresses are
discussed and the stresses in the pulley are presented in the
section of stresses in v-belt drives.
Three gauges were mounted at three different locations on
the pitman.
All gauges used were 1/2 inch In size.
One gauge
was used directly on the fillet of the socket of the pin Join
ing the pitman and the cutter bar.
The second gauge was
mounted at the mid-section of the pitman.
The third one was
mounted on the fillet directly under the socket of the crank
pin.
All three gauges were oriented In the direction of travel
of the pitman.
The unit was run from a speed of 175 r.p.m. to
about 1020 r.p.m.
The main purpose of this study was to eval
uate whipping stresses, compressive or tensile stresses, and
if possible, the vibratory stresses due to impact.
The theoretical analysis was made for the whipping stress
and the compressive or tensile stress due to the load.
These
two added together gave the total average stress in the pitman.
The analysis of the experimental data yielded the total stress.
The picture of recordings ranging from the minimum speed of
175 r.p.m. to higher speeds showed a considerable increase in
the magnitude of the stress with the speed, indicating the
effect of whipping stress becoming more pronounced as the
speed was increased.
A chart of the experimental strain curve
for the 1/2 Inch gauge at the mid-section of the pitman is pre
sented in Figure 17 t for a speed range of 175 r.p.m. to 615
Fig. 17
Strain recordings of
inch, gauge at the pitman
mid-section for various speeds.
- 79 r.p.m., showing that an increase in speed of about 3.5 times
resulted in an increase of about 200 percent in the magnitude
of the total stress.
Furthermore, the chart revealed the
fact that the tensile stress at that particular point devel
oped from about 150 psi to 1500 psi for a speed range of 175
r.p.m. to 615 r.p.m.
The compressive stress for the same
speed range increased from 1500 psi to almost 3000 psi.
This
experimental increase of the stress with an increase in the
speed checked fairly well with the theoretical relationship
obtained from Bach's formula (26) for whipping stresses.
A similar trend was apparent in the case of the other
two gauges, but the magnitudes of stresses were not quite as
high.
The stress pattern gave the information that the maxi
mum stress was somewhere near the mid-section of the pitman
and that the stresses at crank end were of a greater magnitude
than the stresses at the cutter bar end of the pitman.
It is
certain that when the load is applied on the cutter bar, the
stress pattern may not remain the same.
Probably the cutter
bar end of the pitman will then show higher stresses.
It Is
of question whether the stresses at the mid-section will still
be the critical stresses in the design of the pitman.
Again,
comparing the values of the theoretical and experimental
stresses it was apparent that the latter were of greater mag
nitude .
The vibratory stresses could not be evaluated experimentally,
due to the inability of the instruments to pick up high fre
quency signals.
- 80 The Gear Drives.
Gear drives were recognized as a common
mode of power transmission in various farm machines.
Spur
gears, helical gears and bevel gears are very frequently used
for transmitting greater load or for chaning the direction of
motion of the transmitted load.
Any machine from the tillage
equipment to a combine will have at least some kind of gear
drive.
Noticing that gears were very common among the mechan
isms used in farm machinery, a study on an experimental level
was conducted in evaluating
stresses and the stress patterns
i
in the gear teeth.
For the purpose of the investigation, a pair of spur gears
of a diametral pitch of 5 were used.
The pinion was made of
steel and had a pitch diameter of four inches.
The gear was
made of cast iron and with a pitch diameter of eight inches.
Two l/l6 inch gauges were mounted on one particular tooth of
the pinion and two more l/l6 inch gauges were mounted on the
tooth of the gear mating with the tooth of the pinion with the
gauges.
The locations for mounting the gauges were chosen
from the photo elastic tests on mating of spur gears conducted
by Boor and Stitz (2).
One gauge was mounted directly at the
root of the tooth and the direction was oriented such that its
centre line made an angle of 90° with the tooth profile.
This
was to approximate the stresses at the point of the tooth base
where the stresses were supposed to be very great.
Another
gauge was mounted at the point of contact of the tooth and
direction oriented approximately along the pitch diameter.
- 81 An electric generator load was used for loading the gear
and the pinion.
The gear was used as the driver and the pinion
was the driven one.
The load applied was actually a panel of
24 electrical heating elements each of 660 watts and 115 volts.
Some variation of the load was accomplished by hooking or un
hooking the heating elements in the circuit.
The maximum
stress due to starting load was also sought.
The analysis of the stresses both for the theoretical
and experimental
points of view were made, and the latter were
found to be slightly higher.
The stress values for one par
ticular load and speed conditions mentioned in the Appendix
were as much as 26.5 percent higher for the experimental anal
ysis in comparison to the calculated value.
Also, it was significant that the stress for the sudden
starting was almost 1.5 times higher than the running stress.
Moreover, a signal indicating a higher stress than the running
stress was recorded when the generator started operating.
The
effect of the variable power demand of the generator was appar
ent from the fluctuations of the strain curve.
This could
mean that the input and thus the output of the generator was
rather unsteady, a factor which would not be too desirable.
The V-belt Drives.
Centrifugal forces and the forces due
to net belt tension are usually responsible for the total
stresses acting on the rim of a pulley.
For the experimental
and theoretical analysis of the stress, a rosette of l/l6
inch gauges was made on a point on the rim of the pulley.
- 82 Later*, due to the damage done to two of the gauges in the
rosette, these were replaced by 1/8 inch gauges.
This in
fluenced the approximate point concept to a certain extent
by increasing the area of contact over which the gauges
measured the stresses.
A rosette was used on a six inches diameter v-belt pulley
used for driving the mower mechanism.
The idea was not only
to evaluate experimentally the magnitudes of the total stresses,
but also to determine approximately the direction in which
the maximum stress was acting.
The results obtained aided in meeting the above goal.
The axis of maximum stress was along the perpendicular to the
horizontal centre line of the pulley.
The values obtained in
the test consistently revealed that according to the orienta
tion of the gauges, the gauge mounted at 45° with the horizon
tal and to the left of the perpendicular gauge showed a stress
of about one-half of the stress recorded by the perpendicular
gauge.
The gauge to the right of the perpendicular gauge and
at 45° with the horizontal gave a recorded value of about a
third of the stress in the perpendicular gauge.
The effect
of speed increase was also pronounced in all gauges on the
development of higher stresses.
The tests were made while using the pulley as a driver
for the mower assembly.
The observation of various forms of
the strain graphs for the gauges was also interesting and in
formative.
The two gauges at 45° with the horizontal had
apparently the same general stress pattern, whereas the per
pendicular gauge had a pattern of its own.
The strain re
cording for the perpendicular gauge was of a sinusoidal
nature showing smoothness of the stress variations.
The
other two gauge patterns distinctly revealed the temporary
discontinuity and a sudden large stress showing the mower
effects transmitted back to the pulley.
The values obtained by calculation were much lower than
the experimental values.
between the two.
Therefore, no comparison was drawn
The lower theoretical values could be attri
buted to either one or both of the following two reasons.
Either the net belt tension was far greater than the one approx
imated by the theoretical calculations, or the centrifugal
forces were higher in magnitude than the ones determined
theoretically.
CONCLUSIONS
From the results obtained in the various mechanisms, and
from the discussion presented in the experimental part, the
following conclusions can be derived:
The theoretical stress analysis furnishes stress values
only on an average basis which in many instances are not the
maximum stresses prevailing in a machine part.
A flywheel with a heavy rim has greater stresses in the
arms than in the rim since the arms carry a greater share of
the load.
Sudden starting or stopping stresses in the arms may be
about 2 to 4 times higher than the running dynamic stresses
depending on the set-up.
The connecting rod has its maximum stress concentration
in the area near the wrist pin, and the value of the stress
decreases as points are chosen nearer to the crankshaft.
The effect of whipping stress gets pronounced at speeds
even as low as 400 r.p.m.
The stress pattern varies and
suddenly increases with the application of load against the
piston, showing a significant increase in the compressive
stresses.
The stresses in the crankshaft fillet at the Juncture of
the crank web and the crank pin are higher in magnitude than
the ones theoretically evaluated for bending or torsional
- 85 effects combined..
These stress build up tremendously with an
increase in load or speed.
The pitman stresses for no load conditions are maximum
near the mid-section of the pitman, with a greater stress
value at the cutter bar end than at the crank end.
The stress pattern in the pitman is controlled by the in
ertia and impact forces and most probably by the loading char
acteristics that cause variations or yield unsmooth curves
for strains.
The experimental values of the gear analysis are at some
points and certain speeds as much as 26 percent higher than
the theoretical values within the speed range of this experi
ment.
The power requirement of the generator was unsteady
which constantly varied the stress pattern of the gear tooth.
The stresses in the pulley rim are at a maximum at a point
on the centre of the rim perpendicular to the centre line of
rotation of the pulley.
The stress pattern is very distinctly
dictated by the type of mechanism the pulley is driving.
In
the test work the variation of force requirements of the mower
influenced the stress patterns of the gauges on the pulley.
SUGGESTIONS FOR FURTHER STUDY
With the introduction of electric strain gauges, a prac
tically new field of experimental stress analysis has come
forward with bright prospects.
It was the Intent of the author
to Initiate such type of work in application to farm machinery.
Immense opportunities exist for persons Interested in this
field.
Detail and thorough analysis of even one of the mechan
isms used by the author could in Itself turn out to be an in
terestingly extensive project requiring exhaustive research on
various factors governing the stress pattern and magnitude and
Influencing the operation of the mechanism.
Further investigation could be continued in order to re
fine the design of farm machines.
It would be desirable not
to restrict to strain gauges only, but to use other experi
mental methods such as photoelasticity, optical methods and
high speed photography, and stress coat.
Furthermore, a fundamental research on the development of
a versatile torquemeter for field applications would also be
of very significant importance.
APPENDIX
Sample Calculations
1.
Centre Crank Mechanism
A.
The Flywheel,
a.
Rim
The stresses in the flywheel rim are made up of
two eompanents, the stresses due to centrifugal
forces and
the stresses due to bending caused by the flywheel arm re
straints.
In terms of formulas, these stresses are:
S = vs P
&l
TTT4- g
(II)
and
s2
= i Ag D jtL
2
where
v
denotes the velocity in feet per second of
on
p
a point
the mean diameter of the flywheel.
is thespecific weight of the flywheel inpounds
per cubic feet.
L
represents the distance in feet along the arc of
the mean periphery between flywheel arms.
D
represents the flywheel diameter
t
is the rim
g
= 52.2 ft.per (second)2 .
thickness In inches,
In Inches,
- 88 The resultant stress In the rim is usually taken as 0.75
of S-^, plus 0.25 of the stress Sg.
The
specific data for the flywheel is asfollows:
Wt.
of the flywheel = 22 pounds.
8p.
w t . of cast iron = 450 poundsper cubic ft.
Mean diameter = 15 inches.
Velocity of a point on
mean diameter = 4.12 ft. per second to 55.5 ft. per second.
No. of arms = 5
Arc length between arms = O .785 ft.
Rim thickness = 1.575 inches.
Prom the above data, for the maximum linear velocity of
the flywheel:
q
_
si
-
(35.5 )2 450
144 x 52.2
si = 121 psi
q
_ 2(35.3 )2 (0.785 )2
2 - 52.2 x 15 x 1.375
S 2 = 2.3 psi
The resultant stress
S
= 91 psi
Prom the chart, the recorded strain was
8 micro inches per inch
fi
Modulus of Elasticity of cast iron = 12 x 10
psi
The stress = 96 psi
which is almost 4.7^ higher than the computed theo
retical stress.
- 89 b.
Arms
Stresses in flywheel arms consist of three kinds
of stresses, namely the bending due to speed variation, bending
due to the belt tension since the flywheel was used as a pulley,
and the
tensile stress due to the centrifugal force.
Equations
with the explanation of notations are given below.
s
1
= T (D - a)
1 Z D
(23)
s
2
=