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A mindlin shell finite element for stone masonry bridges with backfill
Stone masonry bridges are difficult to analyse with commercial finite element (FE) packages for their specific heterogeneous composition. The stone arch is best modelled as a thick shell where there are predestined directions of tension failure, normal to the bed joints. A dedicated, very simple, Mi...
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| Autor principal: | |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
CTU Central Library
2022-05-01
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| Colecção: | Acta Polytechnica |
| Assuntos: | |
| Acesso em linha: | https://ojs.cvut.cz/ojs/index.php/ap/article/view/7684 |
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