Structures·MCQ explained

A material may fail if (σ₀ = yield stress in simple tension):

Try it first: pick an option, then read the explanation.

Correct answer: D. all options are correct

Asked in SSC JE 25/01/2018 (Evening)

Detailed Explanation

Theories of failure compare some quantity in the complex stress state with its value at yield in a simple tension test. Different theories pick different quantities.

Why “all options are correct” Is Correct

Each option states a classical criterion: maximum principal stress (Rankine), maximum principal strain (St. Venant), maximum shear stress (Guest–Tresca, τ = σ₀/2 at yield in tension). So a material may fail under any of these conditions — all options are correct.

Theory of failureDue toFailure whenYield locus (2-D)Suited to
Maximum principal stressRankineσ₁ = σySquareBrittle materials
Maximum principal strainSt. Venantσ₁ − μσ₂ = σyRhombusRarely used
Maximum shear stressGuest / Trescaσ₁ − σ₃ = σyHexagonDuctile (conservative)
Total strain energyHaigh (Beltrami)σ₁² + σ₂² − 2μσ₁σ₂ = σy²EllipseDuctile
Shear strain (distortion) energyvon Mises (Hencky)σ₁² + σ₂² − σ₁σ₂ = σy²EllipseDuctile (best fit)

Why the Other Options Are Wrong

  • A. the maximum principal stress exceeds σ₀: Correct, but only one of the criteria.
  • B. the maximum strain exceeds σ₀/E: Correct, but only one of the criteria.
  • C. the maximum shear stress exceeds σ₀/2: Correct, but only one of the criteria.

Key Point

Failure criteria: σ₁ ≥ σ₀ (Rankine), ε ≥ σ₀/E (St. Venant), τmax ≥ σ₀/2 (Tresca).

Key Concepts for Students

  • In simple tension at yield, τmax = σ₀/2.
  • Brittle: Rankine; ductile: Tresca or von Mises.
  • Energy theories use strain energy instead of stress or strain.

Practice more: this is question 14 in Principal Stress and Principal Planes MCQs – Part 1. Try the whole set and check every answer instantly.