Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/101973
Full metadata record
DC FieldValueLanguage
dc.contributor.authorMohamed Sadakkathulla, M.-
dc.contributor.authorSheikh, A.-
dc.contributor.authorOehlers, D.-
dc.contributor.authorVisintin, P.-
dc.date.issued2015-
dc.identifier.citationProceedings: Concrete – Innovation and Design, fib Symposium, 2015, 2015, pp.100-101-
dc.identifier.urihttp://hdl.handle.net/2440/101973-
dc.description.abstractFibre reinforced concrete (FRC) offers an improved resistance to cracking and crack propagation, which leads to increased strength and toughness in flexure. As there is a lack of understanding of structural behaviour of FRC,this paper reports a study on the influence of fibres on the behaviour of flexural members, and it focuses on a partial-interaction structural mechanics model for the deflection calculation of concrete beams reinforced with steel or FRP bars and fibres. For this, a model is developed to incorporate fibres into both tension and compression regions in generating moment-rotation response and also on crack formation and the tension-stiffening mehanism. For calibrating these models an experimental study on the bond-slip relationship between FRP bars and fibre concrete was required for the tension stiffening analysis; and an experimental study on the slip-crack width relationship between fibres and concrete required for the moment-rotation model. The moment-rotation and tension stiffening models were then used to obtain the load deflection (P-Δ) response through integration of discrete rotations at the determined crack locations throughout the member. The theoretical load-deflection responses are compared to the experimental results, showing very good correlation for the ultimate flexural capacity and the ductility of PVA fibre reinforced concrete members.-
dc.description.statementofresponsibilityM.S. Mohamed Ali, A.H. Sheikh, D.J. Oehlers and P. Visintin-
dc.language.isoen-
dc.rightsCopyright status unknown-
dc.source.urihttp://fibcopenhagen2015.dk/-
dc.subjectFibre reinforced concrete beam; FRP reinforcement; bond-slip characteristics; tension stiffening; moment-rotation; ductility; load-deflection-
dc.titleAnalytical models for structural behaviour of fibre reinforced concrete beams with steel or FRP bars-
dc.typeConference paper-
dc.contributor.conferencefib Symposium, 2015 - Concrete – Innovation and Design (18 May 2015 - 20 May 2015 : Copenhagen)-
pubs.publication-statusPublished-
dc.identifier.orcidMohamed Sadakkathulla, M. [0000-0002-9164-8456]-
dc.identifier.orcidSheikh, A. [0000-0002-2839-1707]-
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]-
Appears in Collections:Aurora harvest 7
Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.