Tensile stress–crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests

In this work, the fracture mode I parameters of steel fibre reinforced self-compacting concrete (SFRSCC) were derived from the numerical simulation of indirect splitting tensile tests. The combined experimental and numerical research allowed a comparison between the stress-crack width (σ - w) relati...

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Bibliographic Details
Main Author: Abrishambaf, Amin (author)
Other Authors: Barros, Joaquim A. O. (author), Cunha, Vitor M. C. F. (author)
Format: article
Language:eng
Published: 2015
Subjects:
Steel fibre reinforced self-compacting concrete
Splitting tensile test
Uniaxial tensile test
Post-cracking strength
Inverse analysis
Fibre orientation
concrete
Steel fibre reinforced self-compacting
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Online Access:http://hdl.handle.net/1822/38210
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/38210

Internet

http://hdl.handle.net/1822/38210

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