A design model for fibre reinforced concrete bending elements with longitudinal pre-stressed steel and FRP bars
A close form solution to calculate the moment-curvature and load-deflection response of strain-softening and strain-hardening fibre reinforced concrete (FRC) elements failing in bending and reinforced longitudinally with pre-stressed steel and fibre reinforce polymer (FRP) bars is presented. This hy...
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| Outros Autores: | , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/21574 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/21574 |