On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
This work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility and moment redistribution capacity of continuous RC slab strips. In this way, for assessing the predictive performance of a FEM-based computer program, the experimental results obtained by Bonaldo (2...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2013
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| Texto completo: | http://hdl.handle.net/1822/26232 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/26232 |