[M. Arrea and A.R. Ingraffea: "Mixed-mode crack propagation in mortar and concrete", Department of Structural Engineering Report 81-13, Cornell University, Ithaca, 1981.]
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[M. Arrea and A.R. Ingraffea: "Mixed-mode crack propagation in mortar and concrete", Department of Structural Engineering Report 81-13, Cornell University, Ithaca, 1981.] |
| Constitutive Model | Nonlocal Isotropic damage |
| Constitutive Properties | E 30.e3, n 0.18, e0 0.00011666666667, ef 0.0059953333333, R 5.0, Rankine equiv. strain measure |
| Error Indicator | Damage level |
| Remeshing criteria | Default mesh size (100) for regions with no damage. Inside damaged regions linear interpolation of mesh density, here taken as constant (4). |
| Mesh Generator | t3D (author Daniel Rypl) |
Follow this link to see sequence of meshes
The detailed time summary of analysis can be found here.
Fully damaged specimen
Deformed mesh
Detail of deformed mesh
Load - displacement diagram for adaptive analysis (force F/corresponding displacement under force F)
Damage evolution shown on adaptive discretization.
| This page is part of the OOFEM project
documentation (www.oofem.org) (c) 2006 Borek Patzak, e-mail: info@oofem.org |
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