Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/30997

TitleEvaluation of the influence of post-cracking response of steel fibre reinforced concrete (SFRC) on load carrying capacity of SFRC panels
Author(s)Salehian, Hamidreza
Barros, Joaquim A. O.
Taheri, Mahsa
KeywordsSteel fibre reinforced concrete
Post cracking response
Numerical model
Energy absorption
Square panel
Round panel
Issue date2014
PublisherElsevier
JournalConstruction and Building Materials
Abstract(s)To develop a reliable methodology for the design of steel fibre reinforced concrete (SFRC) slabs, an extensive experimental program was carried out with SFRC square panels simply supported in their contour. By adopting a moment-rotation approach, a numerical model was developed capable of taking into account the constitutive laws of the SFRC for the prediction of the force-deflection response of variety of panel tests recommended in the international standards. The predictive performance of the model was assessed by considering results available in the bibliography and those obtained on the experimental program. The proposed model was utilized in a parametric study to assess the influence of toughness classes of SFRC on the behaviour at serviceability limit conditions, on the load carrying capacity, and on the deformational response of SFRC round panels.
TypeArticle
URIhttp://hdl.handle.net/1822/30997
DOI10.1016/j.conbuildmat.2014.09.043
ISSN0950-0618
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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