add wiki
This commit is contained in:
@@ -0,0 +1,59 @@
|
||||
---
|
||||
type: concept
|
||||
title: "Solid Element Shape Functions"
|
||||
complexity: intermediate
|
||||
domain: computational-mechanics
|
||||
aliases:
|
||||
- solid element interpolation functions
|
||||
- linear solid shape functions
|
||||
- tetrahedral wedge pyramid hexahedral shape functions
|
||||
created: 2026-05-28
|
||||
updated: 2026-05-28
|
||||
address: c-000050
|
||||
tags:
|
||||
- concept
|
||||
- finite-element-method
|
||||
- solid-elements
|
||||
- interpolation
|
||||
status: current
|
||||
related:
|
||||
- "[[Solid Element Notes]]"
|
||||
- "[[Isoparametric Linear Solid Elements]]"
|
||||
- "[[Isoparametric Finite Elements]]"
|
||||
- "[[Solid Element Strain-Displacement Matrix]]"
|
||||
sources:
|
||||
- "[[Solid Element Notes]]"
|
||||
---
|
||||
|
||||
# Solid Element Shape Functions
|
||||
|
||||
## Definition
|
||||
|
||||
Solid element shape functions interpolate three-dimensional element geometry and displacement from nodal values in natural coordinates.
|
||||
|
||||
## Covered Topologies
|
||||
|
||||
The notes give first-order interpolation for four common solid element shapes:
|
||||
|
||||
- 4-node tetrahedron with barycentric-style coordinates.
|
||||
- 5-node pyramid connecting a quadrilateral base to an apex.
|
||||
- 6-node wedge, or triangular prism, using triangular interpolation through a two-node thickness direction.
|
||||
- 8-node hexahedron with trilinear interpolation in `xi`, `eta`, and `zeta`.
|
||||
|
||||
## Why They Matter
|
||||
|
||||
Shape functions are the starting point for every later element calculation. They define the displacement approximation, the geometry mapping, the Jacobian, the derivative transformation, and ultimately the strain-displacement matrix. Because the same functions interpolate geometry and field variables, the source is a concrete example of [[Isoparametric Finite Elements]].
|
||||
|
||||
## Modeling Implications
|
||||
|
||||
Low-order solid shape functions are economical but sensitive to distortion and limited in bending-dominated response. This is why element aspect ratio and topology selection matter before any solver choice is considered.
|
||||
|
||||
## Connections
|
||||
|
||||
- [[Isoparametric Linear Solid Elements]] gives the element-level context.
|
||||
- [[Solid Element Strain-Displacement Matrix]] differentiates these functions after Jacobian mapping.
|
||||
- [[Solid Element Stiffness Integration]] integrates the resulting `B^T D B` expression over the element volume.
|
||||
|
||||
## Sources
|
||||
|
||||
- [[Solid Element Notes]]
|
||||
Reference in New Issue
Block a user