advancedCSE.github.io

Abaqus Subroutines

UMAT Shell Finite

This is a UMAT for finite strain shell response. A full 3D finite strain constitutive model (Neo-Hookean material) is used and an iterative procedure is used to enforce the zero- or plane-stress condition.

Programming language: C/C++, Fortran implementation to be considered subsequently

Below are the calculation results of the NAFEMS 3DNLG-7 benchmark test of the elastic large deflection response of a hinged spherical shell under pressure loading.

UMAT 3D Finite

Umat Simo

This is an Abaqus UMAT for finite strain von Mises elasto-plasticity using the approach described by the late Juan Simo in this paper:

Programming language: Fortran

Umat Miehe

This is an Abaqus UMAT for finite strain von Mises elasto-plasticity using the approach described by the late Christian Miehe in these papers:

Programming language: Fortran

UEL 3D Finite

This is an Abaqus UEL of the F-Bar finite strain element described in this paper:

The von Mises plasticity is used as the material model.

Programming language: Fortran