Structures·MCQ explained

The shear strain energy theory for the failure of a material at the elastic limit is due to:

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

Correct answer: D. von Mises

Asked in SSC JE 29/01/2018 (Morning)

Detailed Explanation

Strain energy can be split into a part that changes volume and a part that changes shape (distortion). Only the distortion part causes yielding in ductile metals.

\[ \sigma_1^2 + \sigma_2^2 - \sigma_1\sigma_2 = \sigma_y^2 \quad (\sigma_3 = 0) \]

Why “von Mises” Is Correct

The shear strain energy (maximum distortion energy) theory is due to von Mises (with Hencky). It agrees best with tests on ductile materials.

σ₁/σyσ₂/σyRankine (max principal stress): squareTresca/Guest (max shear stress): hexagonvon Mises (shear strain energy): ellipseHaigh (total strain energy, μ = 0.3): ellipse
Yield loci in the σ₁–σ₂ plane: Rankine gives a square, Tresca a hexagon inscribed in the von Mises ellipse, and Haigh's total strain energy theory another ellipse.

Why the Other Options Are Wrong

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

Key Point

von Mises (Hencky) → shear strain / distortion energy; elliptical yield locus.

Key Concepts for Students

  • Predicts yield in pure shear at τ = σy/√3 ≈ 0.577σy.
  • Hydrostatic stress causes no yield under this theory.
  • Basis of the 'equivalent stress' used in design software.

Practice more: this is question 28 in Principal Stress and Principal Planes MCQs – Part 2. Try the whole set and check every answer instantly.