| Constitutive Model | Nonlocal Isotropic damage |
| Constitutive Properties | E 30.e3 nu 0.3 e0 0.0001 ef 0.012 R 10.0
Rankine equiv. strain measure |
| Error Indicator | Damage level |
| Remeshing criteria | Default mesh size (40) for regions with no damage. Inside damaged regions linear interpolation of mesh density, here taken as constant (10). Initial mesh created with mesh size 100. |
| Mesh Generator | t3D (author Daniel Rypl) |
Mesh 1 (24 nodes, 28 elements)
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Mesh 2 (388 nodes, 713 elements)
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Mesh 3 (396 nodes, 721 elements)
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Mesh 4 (703 nodes, 1328 elements)
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Load - displacement diagram for adaptive analysis, compared to diagram obtained for final mesh.
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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