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Rigid motions in a free-body stiffness nullspace
Statement
Let , , be a connected polygonal or polyhedral domain with a finite conforming affine simplicial mesh and no essential boundary constraints. Define the continuous P1 vector space and its global nodal basis . For constants and , set , , and . For every infinitesimal rigid motion , with and , its nodal coefficient vector lies in . Thus the range of any complete nullspace basis supplied to Algebraic gauge for a rigid-body stiffness nullspace must contain these translation and rotation vectors. This example does not claim they exhaust the nullspace on every mesh.
Facts & Assumptions
Given: A conforming affine simplicial mesh, its global continuous P1 vector space without essential boundary constraints, and the displayed isotropic stiffness bilinear form.
The algebraic gauge procedure requires a complete basis of the stiffness kernel and a compatible load before it is applied. (Algebraic gauge for a rigid-body stiffness nullspace)
Verification
On each nondegenerate simplex, an affine map is uniquely determined by its values at the affinely independent vertices, so its nodal P1 interpolant equals it. On each shared face the affine traces are determined by the same face-vertex values, so they agree and define a global continuous member of .
Since is skew-symmetric, and . Thus the stiffness bilinear form pairs to zero with every test basis function, which is exactly in coefficient coordinates. By [F1], every complete gauge basis must span these null vectors, although other null modes are not excluded here.
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Used by
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Sources
- Long Chen, Introduction to Linear Elasticity and Its Finite Element Approximation (complete 13-page notes) (standard reference, not scraped)
- Daniele Boffi, Franco Brezzi, Michel Fortin, Mixed Finite Element Methods and Applications (complete 691-page text) (standard reference, not scraped)