Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory
A series of steel fibre reinforced self-consolidating concrete (SFRSCC) beams have been tested to investigate the influence of steel fibres and the combined effect of fibres and stirrups on the deflection and cracking, ultimate loads and failure pattern. The experiment indicates that the shear stren...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/19793 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/19793 |