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Tensile strength and ultimate elongation, while sometimes
useful for compound development and control, are of lesser
importance to the design engineer. Elastomeric parts are seldom
loaded in tension and then only to a small fraction of their
ultimate strength or elongation. Tensile strength and elongation
generally cannot be correlated with performance in service.
The relationship of stress to strain is more useful because
it shows how an elastomer responds to loading.
Tensile properties are measured
by recording axial stress in a standard ASTM dumbbell specimen
at a constant rate of strain. Tensile strength and elongation,
as applied to rubber, are defined as follows:
| Tensile Strength
is the force per unit of the original cross-sectional
area which is applied at the time of the rupture of a
specimen. |
| Elongation or Strain
is the extension between bench marks produced by a tensile
force applied to a specimen and is expressed as a percentage
of the original distance between the marks. Ultimate elongation
is the elongation at the moment of rupture. |
| Modulus
is the stress in pounds per square inch (of original cross-section)
required to produce a certain elongation. |
If a tensile stress of 1800 psi
produces an elongation of 300%, the compound is said to have
a 300% modulus of 1000 psi. In rubber, unlike steel, stress
and strain in tension are not proportional; and, therefore,
the term modulus has a different meaning. When applied to
steel, modulus is stress divided by strain a ratio and a constant.
Applied to rubber, modulus means stress at a certain strain
– not a ratio and not a constant, merely the coordinates
of a point on the stress-strain curve.
Procedures for conducting stress-strain
tests are standardized and described in ASTM D-412. Dumbbell
shaped specimens four or five inches long are die-cut from
flat sheet and marked in the narrow section with bench marks
one and two inches apart (Figure 1). Ends of the specimen
are placed in the grips of a testing machine (Figure 2). The
lower grip is power driven at 20 inches per minute and stretches
the specimen until it breaks. As the distance between bench
marks widens, measurement is made between their centers to
determine elongation.
|
FIGURE 1 STANDARD
TENSILE TEST SPECIMEN |
Stress-strain properties are useful in
compound development and for manufacturing control. As control
tools, stress-strain properties reveal whether or not the
ingredients have been mixed properly or if contaminants are
present. Property changes by environmental conditions are
easily detected by a change in stress-strain properties. For
a product which has been put in production, modulus and elongation
measurements can be used as quality control tools. They are
sensitive to manufacturing variations and indicate if the
product has been properly processed.
Natural rubber must be loaded with carbon
black to obtain a modulus approaching that of Poly-Pro urethane
rubber with no filler (Figure 3). Tensile stress-strain curves
for compounds of Poly-Pro are shown in Figure 4. The tensile
strength of commercial compositions of Poly-Pro will vary
from 2000 psi to over 11,000 psi. Elongation will vary from
250% to 800%. Generally, tensile strength increases with an
increase in hardness.
Figure 4 also shows that Die-Thane elastomers
retain extensibility at high hardness. Elongation at break
of a 75 durometer D, achieved with P.P.C compound P-675 is
usually 250%.
|
FIGURE 3 STRESS-STRAIN
OF POLY-PRO P 90 COMPARED TO NATURAL RUBBER |
|
FIGURE
4 STRESS-STRAIN CURVES |
The response of materials at low modull
is more important to the design engineer than the design engineer
than the ultimate tensile strength. As shown in Figure 5,
tests from the same material can yield widely varying tensile
strengths based on small differences in elongation. In this
case, an elongation at break of only 50% can result in a 2200
psi change in tensile strength. The variability in tensile
strength can be due to small volds in the specimen or a small
invisible nick in the sample. Stress at 100% modulus yields
very consistent results and are reproducible compared to other
tensile properties.
|
FIGURE
5 INFLUENCE OF SLIGHT CHANGES IN ELONGATION |
In many non-rubber materials, Young’s
Modulus may be taken in tension or compression, the values
being approximately the same; it is the ratio of stress to
strain, expressed in psi per unit strain. In rubber, the assumption
that tension modulus equals compression modulus is valid only
for extremely small deformation and for certain shapes, such
as specified in ASTM D-797, “ Young’s Modulus
in flexure of Natural, and Synthetic Elastomers” and
STMD-1053, (Sec.7) “Measuring Low-Temperature Stiffening
by the Gohman Torsinal Apparatus”.
Modulus of elasticity in tension for
three vulcanizates of Die-Thane compounds are given below.
The values given are the-slopes of the stress-strain curves,
as near to the point of origin as could be measured and should
be considered only approximate. The values were measured at
720 F (220 C).
| Die-Thane DT-25 |
7,000 psi |
| Die-Thane DT-15 |
11,000 psi |
| Die-Thane DT-5 |
52,000 psi |
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