Crack constitutive model to simulate the behavior of fiber reinforced concrete structures failing in punching
For some structural applications, mainly with redundant supports, adding fibers to concrete can be an economic strategy, especially when shear brittle failure mode has a high risk of occurrence. In the present work, a crack constitutive model is proposed to simulate localized failure modes due to pu...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2007
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/8955 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/8955 |