Dynamic analysis of a cantilever beam, modeled with 8-node brick elements.

This example tests the effect of rigid joint offsets in a diamond-shaped frame. The analytical solution is known, and the test is used to verify the correct treatment of offset geometry in a 3D frame element.

In this example a simply supported beam is modelled with two dimensional solid elements.

Finite element analysis of a shell model using OpenSees and veux.

This example demonstrates how to construct and test the ASDConcrete3D material model under cyclic uniaxial compression. The simulation captures strain localization and damage evolution using an automatically regularized fracture energy.

This example simulates a conventional triaxial compression test using the Drucker–Prager model in a single 8-node brick element. Stress and strain response are recorded at the Gauss point.

Model of a cable-stayed bridge imported from CSiBridge

Several nonlinear static analysis methods are used to investigate instabilities in a shallow arch.

A hexahedral finite element mesh is generated with xara and executed with OpenSees.