Numerical methodologies for the analysis of stone arch bridges with damage under railway loading
This paper reports two nonlinear modelling strategies resorting to FE methodologies to simulate the damage state condition in masonry arch bridges under service loading. The first one consists of a nonlinear simulation of the bridge behaviour using an equivalent continuous homogeneous Drucker-Prager...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2022
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/144436 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/144436 |