An Elastoplastic Damage Model for Unsaturated Rock and Concrete
This paper presents an elastoplastic damage model for unsaturated rocks and concrete. Based on experimental observations, two plastic mechanisms are considered. The first one describes plastic flow due to change of stress and fluid pressures. The second one accounts for plastic shrinkage and swellin...
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| Veröffentlicht in: | Key engineering materials 2003-01, Vol.233-236, p.163-168 |
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| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
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