김경종
67 lines
3.6 KiB
Markdown
67 lines
3.6 KiB
Markdown
---
|
|
type: concept
|
|
title: "Static Equilibrium Equation Solvers"
|
|
complexity: advanced
|
|
domain: computational-mechanics
|
|
aliases:
|
|
- static finite element solvers
|
|
- finite element equation solution
|
|
created: 2026-05-28
|
|
updated: 2026-05-29
|
|
address: c-000013
|
|
tags:
|
|
- concept
|
|
- finite-element-method
|
|
- linear-solvers
|
|
status: current
|
|
related:
|
|
- "[[Finite Element Method]]"
|
|
- "[[Nonlinear Finite Element Analysis]]"
|
|
- "[[Geometric Stiffness Matrix]]"
|
|
- "[[Dynamic Buckling Analysis]]"
|
|
- "[[Finite Element Program Implementation]]"
|
|
- "[[Direct Stiffness Method]]"
|
|
- "[[Abaqus General and Linear Perturbation Steps]]"
|
|
- "[[Abaqus Nonlinear Solution Control]]"
|
|
sources:
|
|
- "[[Finite Element Procedures]]"
|
|
- "[[Dynamic-Buckling-Analysis-of-Shell-Structures-using-Finite-Element-Method]]"
|
|
- "[[A-First-Course-in-the-Finite-Element-Method|A First Course in the Finite Element Method]]"
|
|
- "[[Abaqus-Analysis-User-s-Guide-Volume-II|Abaqus Analysis User's Guide Volume II]]"
|
|
---
|
|
|
|
# Static Equilibrium Equation Solvers
|
|
|
|
## Definition
|
|
|
|
Static equilibrium equation solvers compute the unknown finite element degrees of freedom for time-independent systems, usually after assembly of stiffness and load terms.
|
|
|
|
## How It Works
|
|
|
|
For linear systems, the source covers direct methods based on Gauss elimination, LDL^T, Cholesky factorization, active-column storage, static condensation, substructuring, and frontal solution. For large sparse systems, iterative methods such as Gauss-Seidel and preconditioned conjugate gradient are discussed. For nonlinear static systems, Newton-Raphson, BFGS, load-displacement-constraint methods, and convergence criteria enter.
|
|
|
|
The dynamic buckling thesis uses static nonlinear formulation to produce geometric stiffness for buckling analysis, so static equilibrium solution is part of the route to instability prediction.
|
|
|
|
[[A-First-Course-in-the-Finite-Element-Method|A First Course in the Finite Element Method]] adds the introductory solver side: boundary condition imposition, reaction recovery, uniqueness and nonuniqueness checks, Gaussian elimination, Gauss-Seidel iteration, and banded, skyline, and wavefront storage ideas.
|
|
|
|
[[Abaqus-Analysis-User-s-Guide-Volume-II|Abaqus Analysis User's Guide Volume II]] adds the Abaqus/Standard operational view: the direct sparse solver uses a sparse direct Gauss elimination approach, while the iterative solver uses Krylov methods with a preconditioner and is most appropriate for large, well-conditioned, blocky three-dimensional models.
|
|
|
|
## Why It Matters
|
|
|
|
The finite element method produces algebraic systems whose solution cost and numerical stability can dominate the analysis. Solver choice depends on matrix symmetry, definiteness, sparsity, conditioning, model size, and whether the equations are linear or nonlinear.
|
|
|
|
## Connections
|
|
|
|
- [[Nonlinear Finite Element Analysis]] uses nonlinear static solvers inside incremental equilibrium.
|
|
- [[Finite Element Program Implementation]] handles storage, assembly, and equation solution.
|
|
- [[Finite Element Eigenproblem Solvers]] uses related matrix factorizations and definiteness concepts.
|
|
- [[Direct Stiffness Method]] supplies the assembled linear system these solvers operate on.
|
|
- [[Abaqus Nonlinear Solution Control]] describes the Newton iterations and residual checks wrapped around repeated static tangent solves.
|
|
|
|
## Sources
|
|
|
|
- [[Finite Element Procedures]]
|
|
- [[Dynamic-Buckling-Analysis-of-Shell-Structures-using-Finite-Element-Method]]
|
|
- [[A-First-Course-in-the-Finite-Element-Method|A First Course in the Finite Element Method]]
|
|
- [[Abaqus-Analysis-User-s-Guide-Volume-II|Abaqus Analysis User's Guide Volume II]]
|