Structures·MCQ explained

The total strain energy theory for the failure of a material at the elastic limit is known as:

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

Correct answer: D. Haigh's theory

Asked in SSC JE 27/01/2018 (Evening)

Detailed Explanation

Each theory of failure carries the name of the person associated with it. The total strain energy theory compares the energy stored per unit volume with that at yield in simple tension.

\[ \sigma_1^2 + \sigma_2^2 + \sigma_3^2 - 2\mu(\sigma_1\sigma_2 + \sigma_2\sigma_3 + \sigma_3\sigma_1) = \sigma_y^2 \]

Why “Haigh's theory” Is Correct

The total strain energy theory is Haigh's theory (also credited to Beltrami).

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. Guest's or Tresca's theory: Guest/Tresca: maximum shear stress theory.
  • B. St. Venant's theory: St. Venant: maximum principal strain theory.
  • C. Rankine's theory: Rankine: maximum principal stress theory.

Key Point

Haigh → total strain energy; von Mises → shear strain (distortion) energy.

Key Concepts for Students

  • Its 2-D yield locus is an ellipse.
  • It fails to predict that hydrostatic stress does not cause yielding.
  • Von Mises corrected this by using only distortion energy.

Practice more: this is question 21 in Principal Stress and Principal Planes MCQs – Part 2. Try the whole set and check every answer instantly.