Math 2.0

Mechanics of deformable solids Definition

Plane strain

Builds on Strain tensorInfinitesimal strain theory

Definition

Let uu be a displacement field on a region of ℝ3\R^3 in infinitesimal strain theory, and let ε=12(∇u+(∇u)T)\varepsilon = \tfrac12 (\nabla u + (\nabla u)^T) be its strain tensor. Let (x1,x2,x3)(x_1, x_2, x_3) be Cartesian coordinates. The field uu is in plane strain with respect to the x1x2x_1 x_2-plane if it has the form u(x1,x2,x3)=(u1(x1,x2),  u2(x1,x2),  0).u(x_1, x_2, x_3) = \big( u_1(x_1, x_2), \; u_2(x_1, x_2), \; 0 \big). Then ε13=ε23=ε33=0\varepsilon_{13} = \varepsilon_{23} = \varepsilon_{33} = 0, and the other components depend only on x1x_1 and x2x_2.

Remarks

Example: the shear u=(γx2,0,0)u = (\gamma x_2, 0, 0) is in plane strain, with ε12=γ/2\varepsilon_{12} = \gamma/2 as its only nonzero strain component.

Non-example: for an isotropic material with Poisson's ratio ν≠0\nu \ne 0, uniaxial stress along x1x_1 produces the strain ε33=−νε11≠0\varepsilon_{33} = -\nu \varepsilon_{11} \ne 0, so this state is not in plane strain with respect to the x1x2x_1 x_2-plane.

For an isotropic linear elastic material in plane strain, the out-of-plane stress is σ33=ν(σ11+σ22)\sigma_{33} = \nu (\sigma_{11} + \sigma_{22}), which is not zero in general. The in-plane equations of plane strain have the same form as those of plane stress, with the elastic constants changed: EE is replaced by E/(1−ν2)E/(1 - \nu^2) and ν\nu by ν/(1−ν)\nu/(1 - \nu).

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Further reading

  1. Web https://en.wikipedia.org/wiki/Infinitesimal_strain_theory
About this page
TagH39EZX4HE9
URIm2://H39EZX4HE9
Kinddefinition
WritingW0 stub
MSC74B05, 74A05
DefinesPlane strain
UsesStrain tensor, Infinitesimal strain theory
Changed3 November 2026

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