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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| Other Authors: | , |
| Format: | conferencePaper |
| Language: | eng |
| Published: |
2019
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| Subjects: | |
| Online Access: | http://hdl.handle.net/1822/67858 |
| Country: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/67858 |