Design-oriented approach for strain-softening and strain-hardening fibre hybrid reinforced concrete elements failing in bending
In the present paper a design oriented model is proposed to evaluate the flexural resistance of elements of fibre reinforced concrete (FRC) of tensile strain-softening or tensile strain-hardening behaviour and strengthened longitudinally by steel bars in the tensile zone of a rectangular cross secti...
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| Outros Autores: | , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2011
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/13211 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/13211 |