A cylindrical specimen of stainless steel having diameter of 12.8 mm and a guage length of 50.88 mm(2.000in.) is pulled in tension. Use the load-elongation characterisitcs shown in the following table. Plot the data as engineering stress vs. engineering strain. Then compute the modulus of elasticity, yeild strength at a strain offset of 0.002, determine the tensile strength of this alloy, approximate ductility in percent elongation and the modulus of resilience.
N | mm |
0 | 50.8 |
12700 | 50.825 |
25400 | 50.851 |
38100 | 50.876 |
50800 | 50.902 |
786200 | 50.952 |
89100 | 51.003 |
92700 | 51.054 |
102500 | 51.181 |
107800 | 51.308 |
119400 | 51.562 |
128300 | 51.816 |
149700 | 52.832 |
159000 | 53.848 |
160400 | 54.356 |
159500 | 54.864 |
151500 | 55.88 |
124700 | 56.642 |
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