| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 1563544 | Computational Materials Science | 2009 | 6 Pages |
Abstract
In order to describe the time-dependent inelastic behavior of steel structures up to failure, a material model is developed within the framework of thermodynamics considering viscoplastic material behavior, isotropic hardening, softening, and isotropic ductile damage. Since softening and damage lead to localization of deformations, the model is extended by a non-local implicit gradient formulation. An additional gradient equation is formulated for the local damage variable in order to achieve results independent of the finite-element discretization. The approach is verified by 3D-structural analysis of CT-specimens.
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
Jana Velde, Ursula Kowalsky, Tim Zümendorf, Dieter Dinkler,