The true stress (6), true strain (8) diagram of a strain hardening material is shown in figure. First, there is loading up to point A, i.e. up to stress of 500 MPa and strain of 0.5. then from point A, there is unloading up to point B, i.e. to stress of 100 MPa, Given that the Young's modulus E = 200 GPa, the natural strain at point B (6g) 1. (MPа) 500 B 100 0.5

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.7.15P: A brass plate with a modulus of elastici ty E = 16 X 106 psi and Poisson’s ratio a = 0.34 is loaded...
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The true stress (6), true strain (ɛ) diagram of a strain hardening material is shown in
figure. First, there is loading up to point A, i.e. up to stress of 500 MPa and strain of 0.5.
then from point A, there is unloading up to point B, i.e. to stress of 100 MPa, Given that
the Young's modulus E = 200 GPa, the natural strain at point B (§g)
1.
(MPа)
500
100
Eg
0.5
Transcribed Image Text:The true stress (6), true strain (ɛ) diagram of a strain hardening material is shown in figure. First, there is loading up to point A, i.e. up to stress of 500 MPa and strain of 0.5. then from point A, there is unloading up to point B, i.e. to stress of 100 MPa, Given that the Young's modulus E = 200 GPa, the natural strain at point B (§g) 1. (MPа) 500 100 Eg 0.5
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