Analytical bond model for GFRP bars to steel fiber reinforced self-compacting concrete
The objective of this study is to present a computational algorithm to analytically evaluate the bond behavior between GFRP bar and steel fiber reinforced self-compacting concrete (SFRSCC). The type of information to be derived is appropriate to study the flexural behavior of SFRSCC beams reinforced...
Autor principal: | |
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Outros Autores: | , , |
Formato: | article |
Idioma: | eng |
Publicado em: |
2013
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Assuntos: | |
Texto completo: | http://hdl.handle.net/1822/26263 |
País: | Portugal |
Oai: | oai:repositorium.sdum.uminho.pt:1822/26263 |