A simple homogenized model for the non-linear analysis of FRP strengthened masonry structures
A two-step model able to predict the non-linear response of FRP strengthened threedimensional masonry structures is presented. In the first step, non-strengthened masonry is substituted by a macroscopically equivalent homogeneous material through a kinematic model based on finite elements and workin...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Texto completo: | http://hdl.handle.net/1822/21474 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/21474 |