GATE ME 2018 Set 1 — Question 58

Go beyond PYQs with Success TrackerAI-powered personalised practice and doubt support. Unlimited practice on eligible plans; AI usage limits apply.
NAT+2 / -0MediumStress & StrainStress, Strain & Elastic ConstantsStrength of MaterialsMechanical Properties & Stress-StrainStructure & PropertiesEngineering Materials

Engineering Materials → Stress, Strain & Elastic Constants → Mechanical Properties & Stress-Strain

Last updated

Question

The true stress (σ\sigma) - true strain (ϵ\epsilon) 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=200E = 200 GPa, the natural strain at point B (ϵB\epsilon_B) is _________ (correct to three decimal places).
True stress vs true strain diagram showing loading to point A at 500 MPa and 0.5 strain, and unloading to point B at 100 MPa and $\epsilon_B$ strain.
Your answer

Enter a number. Decimals, negative values and scientific notation are accepted.

The solution stays hidden until you check.

Continue learning with Success Tracker

A step still unclear? Work through it with support

Use Success Tracker to ask about the reasoning, then try another GATE ME question to check your understanding.

AI-powered practice· Unlimited practice on eligible plans
PYQs with solutions
Attempt available previous-year questions, then compare your reasoning with the worked solution. Coverage varies by stream.
Practice that adapts
Choose a topic, work on weaker areas and bookmark questions to revisit. Your attempts feed your progress tracking.
AI doubt support
Ask follow-up questions about a step or concept while practising, instead of stopping at the final answer.

Unlimited practice is available on eligible plans. Free practice and AI usage have limits; check the current plan allowances before choosing.

This page stays readable without an account. AI responses can be wrong; check them against the solution and source material.

More questions on Stress, Strain & Elastic Constants