add wiki
This commit is contained in:
@@ -0,0 +1,59 @@
|
||||
---
|
||||
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]]
|
||||
Reference in New Issue
Block a user