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---
type: concept
title: "Solid Element Stiffness Integration"
complexity: advanced
domain: computational-mechanics
aliases:
- solid element stiffness matrix
- solid element Gauss integration
- 3D element quadrature
created: 2026-05-28
updated: 2026-05-28
address: c-000052
tags:
- concept
- finite-element-method
- solid-elements
- numerical-integration
status: current
related:
- "[[Solid Element Notes]]"
- "[[Solid Element Strain-Displacement Matrix]]"
- "[[Isoparametric Finite Elements]]"
- "[[Displacement-Based Finite Element Formulation]]"
sources:
- "[[Solid Element Notes]]"
---
# Solid Element Stiffness Integration
## Definition
Solid element stiffness integration evaluates the element stiffness matrix for a three-dimensional continuum element by numerically integrating `B^T D B` over the element volume.
## How It Works
The source uses the standard displacement-based stiffness form:
```text
K = integral_V B^T D B dV
= integral B^T D B |J| dxi deta dzeta
```
Here `B` is the [[Solid Element Strain-Displacement Matrix]], `D` is the three-dimensional Hooke-law constitutive matrix, and `|J|` is the determinant of the Jacobian that maps the natural-coordinate integration region to physical volume.
The notes list quadrature schemes for the first-order solid topologies: one-point integration for the 4-node tetrahedron, eight-point integration for the 5-node pyramid, six-point integration for the 6-node wedge, and eight-point integration for the 8-node hexahedron.
## Why It Matters
The stiffness integral is where interpolation, material law, element distortion, and numerical quadrature meet. Incorrect quadrature or a poor Jacobian can produce inaccurate stiffness, spurious mechanisms, or poor convergence even when the symbolic formulation is correct.
## Connections
- [[Isoparametric Finite Elements]] supplies the natural-coordinate integration framework.
- [[Solid Element Shape Functions]] and [[Solid Element Strain-Displacement Matrix]] define the integrand.
- [[Incompatible Mode Solid Elements]] modifies the displacement field and therefore expands the stiffness matrix before static condensation.
## Sources
- [[Solid Element Notes]]