63 lines
2.2 KiB
Markdown
63 lines
2.2 KiB
Markdown
---
|
|
type: concept
|
|
title: "Nonlinear Newmark-Beta Integration"
|
|
complexity: advanced
|
|
domain: computational-mechanics
|
|
created: 2026-05-28
|
|
updated: 2026-05-28
|
|
address: c-000031
|
|
aliases:
|
|
- nonlinear Newmark method
|
|
- Newmark-beta Newton iteration
|
|
- implicit Newmark nonlinear dynamics
|
|
tags:
|
|
- concept
|
|
- finite-element-method
|
|
- dynamics
|
|
- nonlinear-analysis
|
|
status: current
|
|
related:
|
|
- "[[MITC Study Notes]]"
|
|
- "[[Direct Time Integration Methods]]"
|
|
- "[[Nonlinear Finite Element Analysis]]"
|
|
- "[[Static Equilibrium Equation Solvers]]"
|
|
sources:
|
|
- "[[MITC Study Notes]]"
|
|
source_refs:
|
|
- source: "[[MITC Study Notes]]"
|
|
raw_path: ".raw/MITC공부/"
|
|
raw_files:
|
|
- "MITC공부_002.md"
|
|
md_indices:
|
|
- 2
|
|
match: "heuristic-heading-keyword"
|
|
confidence: high
|
|
---
|
|
|
|
# Nonlinear Newmark-Beta Integration
|
|
|
|
## Definition
|
|
|
|
Nonlinear Newmark-beta integration combines Newmark time-discretization kinematics with Newton-Raphson iteration to solve nonlinear finite element dynamic equilibrium at each time step.
|
|
|
|
## How It Works
|
|
|
|
The study notes start from dynamic equilibrium with mass, stiffness, and external load terms. At the new time step, the residual depends on displacement, velocity, and acceleration. Newmark-beta relations express velocity and acceleration increments in terms of the unknown displacement increment, so the Newton system can be written as an effective tangent equation for that displacement increment.
|
|
|
|
## Why It Matters
|
|
|
|
For nonlinear structural dynamics, a time step is not just a matrix update. Internal force and tangent stiffness depend on the current trial displacement, so each step requires repeated residual evaluation, tangent assembly, displacement correction, and velocity/acceleration update until convergence.
|
|
|
|
## Iteration Skeleton
|
|
|
|
- Predict or initialize the new-step displacement, velocity, and acceleration.
|
|
- Assemble residual from external load, inertia, and internal force.
|
|
- Form the effective tangent with mass and nonlinear tangent contributions.
|
|
- Solve for the displacement correction.
|
|
- Update displacement, velocity, and acceleration using Newmark-beta formulas.
|
|
- Repeat until the residual and/or correction satisfies convergence criteria.
|
|
|
|
## Sources
|
|
|
|
- [[MITC Study Notes]]
|