Performance of pre-cracked RC beams shear strengthened with NSM CFRP laminates
The strengthening of an existing Reinforced Concrete (RC) structure often involves concrete in a cracked state. To evaluate the effect of existing cracks on the behavior of RC beams shear strengthened according to the Near Surface Mounted (NSM) technique with Carbon Fiber Reinforced Polymer (CFRP) l...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2012
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| Texto completo: | http://hdl.handle.net/1822/19065 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/19065 |