A design model for fibre reinforced concrete beams pre-stressed with steel and FRP bars
This paper presents a design oriented model to determine the moment-curvature relationship of elements of rectangular cross section failing in bending, made by strain softening or strain hardening fibre reinforced concrete (FRC) and reinforced with perfectly bonded pre-stressed steel and fibre reinf...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/21513 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/21513 |