Discrete-continuum approach to assess 3D failure modes of masonry arch bridges
There are two main objectives of this research. First, a full masonry arch bridge with all structural components are considered. The failure mechanism of spandrel wall and backfill-masonry interaction are successfully simulated using a 3D discrete-continuum model as validated by previously published...
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| Outros Autores: | , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2019
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/67858 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/67858 |