LowLevelFEM
  • Home
    • Overview
    • Installation
    • First Problem
    • Mesh and Physical Groups
    • Fields and Results
    • Overview
    • Linear Elasticity (2D)
    • Linear Elasticity (2D axisymmetric)
      • Example
      • Related
    • Transient Elasticity (2D)
    • Heat Conduction
    • Multifield Weak-Form DSL - Navier-Stokes
    • Displacement Recovery from Strain
    • Torsion of a prismatic bar using the Prandtl stress function
    • Legacy Example Gallery
    • Overview
    • Core Types
    • Boundary Conditions and Loads
    • Assembly and Solvers
    • Postprocessing and Visualization
    • Operators and Fields
    • Coordinate Systems
    • Performance and Parallel
    • Troubleshooting
    • Overview
    • Preprocessing
    • Fields
    • Operators
    • Multifield
    • Linear
    • Nonlinear
    • Heat
    • Poisson (Legacy Single-Field)
    • Postprocessing
    • Extra
    • Overview
    • Weak-Form DSL Design
    • Nodal vs Element Fields
    • Matrix-Level Workflow
  • News & Updates
Version
  • Tutorials
  • Linear Elasticity (2D axisymmetric)
  • Linear Elasticity (2D axisymmetric)
GitHub

Axisymmetric Linear Elasticity (2D)

This example demonstrates the solution of a two-dimensional axisymmetric linear elasticity problem using LowLevelFEM.

The problem is solved in two different ways:

  1. using the built-in axisymmetric elasticity solver,
  2. using the weak-form DSL.

The two solutions are then compared to verify the correctness of the DSL implementation.

Example

linelast2D_axisymm.ipynb

Related

  • Legacy Example Gallery
  • Reference: Linear
« Linear Elasticity (2D)Transient Elasticity (2D) »

Powered by Documenter.jl and the Julia Programming Language.

Settings


This document was generated with Documenter.jl version 1.14.1 on Wednesday 1 July 2026. Using Julia version 1.11.9.