modify wiki
This commit is contained in:
@@ -7,7 +7,7 @@ aliases:
|
||||
- isoparametric elements
|
||||
- isoparametric formulation
|
||||
created: 2026-05-28
|
||||
updated: 2026-05-28
|
||||
updated: 2026-05-29
|
||||
address: c-000009
|
||||
tags:
|
||||
- concept
|
||||
@@ -23,10 +23,17 @@ related:
|
||||
- "[[Solid Element Shape Functions]]"
|
||||
- "[[Continuum Mechanics Based Four-Node Shell Element]]"
|
||||
- "[[Assumed Transverse Shear Strain Interpolation]]"
|
||||
- "[[Abaqus Element Library]]"
|
||||
- "[[Reduced Integration and Hourglass Control]]"
|
||||
- "[[Hybrid Incompressible Elements]]"
|
||||
- "[[Plane Stress and Plane Strain Elements]]"
|
||||
- "[[Axisymmetric Finite Elements]]"
|
||||
sources:
|
||||
- "[[Finite Element Procedures]]"
|
||||
- "[[A Continuum Mechanics Based Four-Node Shell]]"
|
||||
- "[[Solid Element Notes]]"
|
||||
- "[[Abaqus Theory Manual]]"
|
||||
- "[[A-First-Course-in-the-Finite-Element-Method|A First Course in the Finite Element Method]]"
|
||||
---
|
||||
|
||||
# Isoparametric Finite Elements
|
||||
@@ -47,6 +54,10 @@ The four-node shell paper is an example of this bridge: a general quadrilateral
|
||||
|
||||
[[Solid Element Notes]] provides the direct 3D continuum example: 4-node tetrahedral, 5-node pyramid, 6-node wedge, and 8-node hexahedral elements interpolate both position and displacement with the same natural-coordinate functions before mapping derivatives through the Jacobian.
|
||||
|
||||
[[Abaqus Element Library]] shows the same framework at software-library scale: isoparametric interpolation, numerical integration points, full or reduced quadrature, multi-field interpolation, and hybrid pressure variables become selectable element families.
|
||||
|
||||
[[A-First-Course-in-the-Finite-Element-Method|A First Course in the Finite Element Method]] adds the teaching path: it develops isoparametric bar, rectangular plane stress, general plane, higher-order, and three-dimensional stress elements before connecting them to Gaussian and Newton-Cotes quadrature.
|
||||
|
||||
## Failure Modes
|
||||
|
||||
- Distorted elements can degrade accuracy or convergence.
|
||||
@@ -59,3 +70,5 @@ The four-node shell paper is an example of this bridge: a general quadrilateral
|
||||
- [[Finite Element Procedures]]
|
||||
- [[A Continuum Mechanics Based Four-Node Shell]]
|
||||
- [[Solid Element Notes]]
|
||||
- [[Abaqus Theory Manual]]
|
||||
- [[A-First-Course-in-the-Finite-Element-Method|A First Course in the Finite Element Method]]
|
||||
|
||||
Reference in New Issue
Block a user