Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete
Reinforcing bars made of Glass-Fiber-Reinforced Polymers (GFRP) are more and more common as internal reinforcement of concrete structures and infrastructures. Since the design of GFRP reinforced concrete members is often controlled by serviceability limit state criteria (i.e., deflection or crack wi...
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| Outros Autores: | , , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2013
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/26271 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/26271 |