add documents and wiki
This commit is contained in:
@@ -0,0 +1,50 @@
|
||||
---
|
||||
type: concept
|
||||
title: "Midas Civil Boundary and Material Nonlinear Analysis"
|
||||
created: 2026-06-02
|
||||
updated: 2026-06-02
|
||||
address: c-000164
|
||||
aliases:
|
||||
- MIDAS Civil nonlinear analysis
|
||||
- midas Civil material nonlinear analysis
|
||||
tags:
|
||||
- concept
|
||||
- finite-element-method
|
||||
- midas-civil
|
||||
- nonlinear-analysis
|
||||
- plasticity
|
||||
status: current
|
||||
related:
|
||||
- "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]"
|
||||
- "[[midas Civil]]"
|
||||
- "[[Nonlinear Finite Element Analysis]]"
|
||||
- "[[Finite Element Plasticity]]"
|
||||
- "[[Midas FEA Nonlinear Solution Algorithms]]"
|
||||
sources:
|
||||
- "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]"
|
||||
---
|
||||
|
||||
# Midas Civil Boundary and Material Nonlinear Analysis
|
||||
|
||||
## Definition
|
||||
|
||||
Midas Civil boundary and material nonlinear analysis is the incremental finite element workflow for nonlinear supports, nonlinear links, plastic material behavior, and path-dependent structural response.
|
||||
|
||||
## How It Works
|
||||
|
||||
The analysis reference includes Newton-Raphson iteration, arc-length methods, P-Delta effects, boundary nonlinear analysis, material nonlinear analysis, and pushover-related workflows. Material nonlinearity is described through plasticity theory, constitutive matrices, stress integration, plastic material models, and hardening laws such as perfectly plastic, isotropic, kinematic, and mixed hardening.
|
||||
|
||||
Boundary nonlinearity appears through support or link behavior whose stiffness changes with force state, gap/contact status, or hysteretic rule. The nonlinear solve must therefore update both element state and boundary/link state across increments and iterations.
|
||||
|
||||
## Solver Development Notes
|
||||
|
||||
- Each nonlinear feature needs state variables, trial-state updates, accepted-state commits, and rollback behavior.
|
||||
- Newton methods require consistent residual, tangent, convergence norms, and line or increment control policies.
|
||||
- Arc-length control is a requirement when the load-displacement path passes limit points.
|
||||
- Boundary nonlinearities should share the same active-state and convergence infrastructure as material nonlinearities where possible.
|
||||
|
||||
## Connections
|
||||
|
||||
- [[Nonlinear Finite Element Analysis]] is the general nonlinear FE context.
|
||||
- [[Finite Element Plasticity]], [[Plasticity Yield Criteria]], and [[Plastic Flow Rules and Hardening]] provide the plasticity theory layer.
|
||||
- [[Midas FEA Nonlinear Solution Algorithms]] is the sibling product algorithm reference.
|
||||
Reference in New Issue
Block a user