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Figure 1. Tensile Testing Brass Sample
Figure 2. A typical stress-strain curve, with points of interest labeled.
Figure 3. Installing Sample
Figure 4. Center Threads in Load Cell
Figure 5. Always use Saftey Shields!
Cross-Head Speed
speed (mm/Min) <No Data Selected>
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Tensile Test of Samplemm/Min0 50
Finding Slope
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0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14Strain
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Questions1. Your data tells you how long your sample was just before it broke. Howlong would it be if, after the test, you put the two pieces back togetherand measured it. Would they be the same, within measurement errors, orbe different? Explain.
2. As a mechanical engineer designing a component to be used in anautomobile, which would you use, the yield strength or tensile strength, inyour efforts to determine a safe working load? Explain. 3. If you had tensile tested a specimen to about half way between where ityielded and when you expected the tensile stress to be reached, thenstopped the test, removed the sample, and later decided to test it again,what would the yield strength be during the second test?
4. During a forming operation a material may be bent or pulled to the newdimensions. If the material you just tested was to be as close to 10%longer as possible after this operation, how much longer than this does ithave to pulled during this operation?
5. In some designs a bolt may be declared one that you install once andtorque to specification, but only once. During a repair you must use a newbolt. Why?
Answers:
1. The sample was still under tension (stretched) when it broke.Thus the two pieces would be shorter than the stretched length.
2. Yield strength In normal working conditions, the stressshould never exceed the yield strength because the part wouldthen be permanently deformed. However, if you wanted tostudy what would happen during catastrophic failure, you mightwant to look at tensile strength, along with ductility, resilienceand toughness.
3. It would still be the same.
4. By the amount of Stain there was at the yield point. For thebrass sample used in this lab, that would only be about 1/4 %.
5. Bolts often have a torque specification very close to the yieldpoint. If there has been some permanent deformation, thatwould change the bolt.