add documents and wiki
This commit is contained in:
@@ -0,0 +1,52 @@
|
||||
---
|
||||
type: concept
|
||||
title: "Transient Dynamic Elasto-Plastic Analysis"
|
||||
complexity: advanced
|
||||
domain: computational-mechanics
|
||||
created: 2026-06-02
|
||||
updated: 2026-06-02
|
||||
address: c-000139
|
||||
aliases:
|
||||
- dynamic elasto-plastic finite element analysis
|
||||
- transient plasticity analysis
|
||||
tags:
|
||||
- concept
|
||||
- finite-element-method
|
||||
- plasticity
|
||||
- dynamics
|
||||
- nonlinear-analysis
|
||||
status: current
|
||||
related:
|
||||
- "[[Finite Element Plasticity]]"
|
||||
- "[[Direct Time Integration Methods]]"
|
||||
- "[[Nonlinear Newmark-Beta Integration]]"
|
||||
- "[[Dynamic Buckling Analysis]]"
|
||||
- "[[Abaqus Explicit Analysis Efficiency Techniques]]"
|
||||
sources:
|
||||
- "[[Finite-Elements-in-Plasticity-Theory-and-Practice|Finite Elements in Plasticity: Theory and Practice]]"
|
||||
---
|
||||
|
||||
# Transient Dynamic Elasto-Plastic Analysis
|
||||
|
||||
## Definition
|
||||
|
||||
Transient dynamic elasto-plastic analysis solves finite element motion with inertia, time-dependent loading, nonlinear geometry or large displacement effects, and plastic material response.
|
||||
|
||||
## How It Works
|
||||
|
||||
The source presents explicit transient dynamic analysis and implicit-explicit transient dynamic analysis for elasto-plastic problems. In these workflows, the global equations include mass and inertia terms while the material state at integration points evolves plastically during each time increment.
|
||||
|
||||
The implementation challenge is coupled: time integration must satisfy stability and accuracy requirements, and the material update must remain consistent with rapidly changing strain rates and plastic zones.
|
||||
|
||||
## Why It Matters
|
||||
|
||||
Dynamic plasticity appears in impact, rapid loading, dynamic buckling, forming, collapse, and other problems where a static plastic solution misses inertia effects. It also connects directly to solver architecture because explicit and implicit schemes expose different cost, stability, and tangent requirements.
|
||||
|
||||
## Connections
|
||||
|
||||
[[Direct Time Integration Methods]] supplies the time-stepping foundation. [[Nonlinear Newmark-Beta Integration]] is the implicit nonlinear dynamics pattern. [[Abaqus Explicit Analysis Efficiency Techniques]] is the Abaqus production counterpart for explicit dynamic cost control.
|
||||
|
||||
## Sources
|
||||
|
||||
- [[Finite-Elements-in-Plasticity-Theory-and-Practice|Finite Elements in Plasticity: Theory and Practice]]
|
||||
|
||||
Reference in New Issue
Block a user