Implementation and validation of a strain rate dependent anisotropic continuum model for masonry
A newly developed strain rate dependent anisotropic continuum model is proposed for impact and blast applications in masonry. The present model adopted the usual approach of considering different yield criteria in tension and compression. The analysis of unreinforced block work masonry walls subject...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2015
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/39663 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/39663 |