Post-cracking behaviour of steel fibre reinforced concrete

Recently, RILEM TC 162-TDF has proposed equivalent, feq, and residual, fR, flexural tensile strength parameters to characterize and simulate the post-cracking behaviour of steel fibre reinforced concrete (SFRC) structures. In the current work, more than two hundred flexural tests are carried out acc...

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Bibliographic Details
Main Author: Barros, Joaquim A. O. (author)
Other Authors: Cunha, Vitor M. C. F. (author), Ribeiro, Alberto F. (author), Antunes, J. A. B. (author)
Format: article
Language:eng
Published: 2005
Subjects:
Science & Technology
Online Access:http://hdl.handle.net/1822/4945
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/4945

Internet

http://hdl.handle.net/1822/4945

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