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...

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Bibliographic Details
Main Author: Barros, Joaquim A. O. (author)
Other Authors: Antunes, J. A. B. (author), Cunha, Vitor M. C. F. (author), Ribeiro, Alberto F. (author)
Format: conferencePaper
Language:eng
Published: 2003
Online Access:http://hdl.handle.net/1822/12763
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/12763

Internet

http://hdl.handle.net/1822/12763

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