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type title complexity domain aliases created updated address tags status related sources
concept Displacement-Based Finite Element Formulation advanced computational-mechanics
displacement formulation
displacement method
2026-05-28 2026-05-28 c-000008
concept
finite-element-method
structural-mechanics
current
Finite Element Method
Isoparametric Finite Elements
Mixed Finite Element Formulations
Solid Element Notes
Solid Element Strain-Displacement Matrix
Solid Element Stiffness Integration
Assumed Transverse Shear Strain Interpolation
Finite Element Procedures
A Continuum Mechanics Based Four-Node Shell
Solid Element Notes

Displacement-Based Finite Element Formulation

Definition

The displacement-based finite element formulation uses nodal displacements as the primary unknowns and derives element and global equilibrium equations from a virtual work, energy, or variational statement.

How It Works

Element displacement fields are interpolated from nodal degrees of freedom. Strains are computed from displacement gradients, stresses from constitutive laws, and element stiffness matrices from the strain-displacement and material matrices. Element contributions are assembled into the global equilibrium system, commonly represented in linear static form as K u = R.

Why It Matters

This is the main formulation path for linear solid and structural mechanics in the source. It is direct and broadly useful, but it has limits for incompressibility, locking, and constraints, which motivates Mixed Finite Element Formulations.

The four-node shell paper gives a concrete locking example: direct displacement interpolation can impose nonphysical transverse shear strains in thin-shell bending, motivating Assumed Transverse Shear Strain Interpolation.

Solid Element Notes gives the corresponding 3D continuum path: interpolate nodal translations, compute small strains with the solid B matrix, apply the Hooke-law D matrix, and integrate B^T D B over the element volume.

Practical Checks

  • Does the interpolation reproduce rigid-body motion and constant strain states where required?
  • Are displacement boundary conditions imposed consistently?
  • Are stresses recovered in a way that reflects the approximation quality?
  • Does mesh refinement improve the relevant response quantities?

Sources