On this page, information about the concrete damage plasticity constitutive model CDPM2 in the development version of OOFEM is provided. This model is based on work published in Grassl et al. (2013) (DOI) and Grassl et al. (2011) (Preprint). The model is an extension of CDPM published in Grassl and Jirásek (2006) (DOI).
Input for CDPM2
The description of the input parameters for CDPM2 for the development version of OOFEM is available below:
Example input files
Note: If you have example input files that you would like to share, please send them to Peter Grassl together with a short description. I will post them then here.
Implementation of CDPM2 in OOFEM
The source code for CDPM2 in OOFEM is available from Github: