The 3D equation of equilibrium in a body (without body forces) is:
Aσ_ij = ε_ij
Bσ_ij = const
C∂σ_ij/∂x_j = 0 — divergence of stress tensor vanishes (Cauchy)
D∇·u = 0
Answer & Solution
Correct answer: C. ∂σ_ij/∂x_j = 0 — divergence of stress tensor vanishes (Cauchy)
For an infinitesimal element in static equilibrium without body forces (gravity, etc.), the sum of internal-force contributions from neighboring elements must balance: $\partial \sigma_{ij}/\partial x_j = 0$ (j summed via Einstein notation).
Keep practising Elasticity
Browse all Elasticity questions for BHEL Engineer Trainee, or explore more Mechanical Engineering topics.
Related questions
An incompressible isotropic material has Poisson's ratio:For an isotropic material, the shear modulus G is related to E and ν by:Hooke's law in STIFFNESS form is σ = C·ε. In COMPLIANCE form: ε = S·σ. The relationship beHow many INDEPENDENT elastic constants does a GENERAL ANISOTROPIC linear-elastic material Traction T at a point on a surface is defined as: