Post-cracking behaviour of steel fibre reinforced concrete (RILEM Recommendations)
Recently, RILEM TC 162-TDF Committee has proposed a specimen configuration, test procedures and flexural tensile strength parameters to characterize the post-cracking behaviour of the steel fibre reinforced concrete (SFRC). The approach proposed by RILEM is still yet under discussion, mainly, the ab...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2003
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| Texto completo: | http://hdl.handle.net/1822/12763 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/12763 |