Grassl Group
Concrete Mechanics for Performance Based Design

CDPM2 in OOFEM

This page provides information for the CDPM2 damage–plasticity model in OOFEM. For the LS-DYNA version, see MAT_CDPM (MAT_273) in LS-DYNA.

Outline

Background

CDPM2 extends our original CDPM framework to better handle cyclic loading and tension–compression transitions. See Grassl et al., 2013 and Grassl et al., 2011; CDPM was introduced in Grassl & Jirásek, 2006.

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Input / manual

The description of input parameters for the development version of OOFEM:

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Example input files

Have example inputs to share? Please send them to Peter Grassl with a short description.

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Implementation

Source code for CDPM2 in OOFEM is available on GitHub:

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For students: If you are doing an MSc or undergraduate project using CDPM2 in OOFEM or LS-DYNA, please see our Student Projects Instructions, including setup tips, workflow, and examples.