Shear deformation and failure modes of the GFRP reinforced concrete beams without stirrups
The various shear-transfer actions due to: aggregate interlock effect, dowel action of the flexural reinforcement, the uncracked concrete in the compressive zone and the direct strut action for the point load close to the support, may provide different crack pattern in the shear span of the concrete...
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| Outros Autores: | , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2018
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/72185 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/72185 |