Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/38210

TitleTensile stress–crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests
Author(s)Abrishambaf, Amin
Barros, Joaquim A. O.
Cunha, Vitor M. C. F.
KeywordsSteel fibre reinforced self-compacting concrete
Splitting tensile test
Uniaxial tensile test
Post-cracking strength
Inverse analysis
Fibre orientation
concrete
Steel fibre reinforced self-compacting
Issue dateMar-2015
PublisherElsevier
JournalCement and Concrete Composites
CitationAbrishambaf, A., Barros, J. A. O., & Cunha, V. M. C. F. (2015). Tensile stress-crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests. Cement & Concrete Composites, 57, 153-165. doi: 10.1016/j.cemconcomp.2014.12.010
Abstract(s)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) relationship acquired straightforwardly from direct tensile tests, and the σ - w response derived from inverse analysis of the splitting tensile tests results. For this purpose a comprehensive nonlinear 3D finite element (FE) modeling strategy was developed. A comparison between the experimental results obtained from splitting tensile tests and the corresponding FE simulations confirmed the good accuracy of the proposed strategy to derive the σ – w for these composites. It is concluded that the post-cracking tensile laws obtained from inverse analysis provided a close relationship with the ones obtained from the experimental uniaxial tensile tests.
TypeArticle
URIhttp://hdl.handle.net/1822/38210
DOI10.1016/j.cemconcomp.2014.12.010
ISSN0958-9465
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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