Masonry compression : a numerical investigation at the meso-level
The analysis of masonry assemblages under compression using detailed modelling strategies in which units and mortar are modelled separately is a challenging task. Sophisticated standard non-linear continuum models, based on plasticity and cracking, are widely available to represent the masonry compo...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2006
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| Texto completo: | http://hdl.handle.net/1822/6809 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/6809 |