Modelling hooked steel fibre pull-out in fibre-reinforced high-strength concrete

dc.creator	Mistakidis, E.	en
dc.creator	Georgiadi-Stefanidi, K.	en
dc.creator	Pantousa, D.	en
dc.date.accessioned	2015-11-23T10:39:44Z
dc.date.available	2015-11-23T10:39:44Z
dc.date.issued	2006
dc.identifier.isbn	9781905088089
dc.identifier.issn	17593433
dc.identifier.uri	http://hdl.handle.net/11615/31063
dc.description.abstract	The paper deals with the numerical modelling of hooked steel fibres which are embedded in a high strength cementitious matrix. The pull-out of the fibres is first studied by means of an accurate three-dimensional model. Then a simplified two-dimensional model is proposed which is able to capture the basic characteristics of the pull-out procedure. Finally, the paper studies the effect of different fibre geometries to the load - displacement pull-out curves. © 2006 Civil-Comp Press.	en
dc.source.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-84893906922&partnerID=40&md5=ecb945c1f22ade94626fb0508f120de1
dc.subject	High performance concrete	en
dc.subject	Steel fibres	en
dc.subject	Three dimensional finite element modelling	en
dc.subject	Steel fibers	en
dc.subject	Basic characteristics	en
dc.subject	Cementitious matrices	en
dc.subject	Fibre-reinforced	en
dc.subject	High strength	en
dc.subject	High strength concretes	en
dc.subject	Three dimensional finite elements	en
dc.subject	Three-dimensional model	en
dc.subject	Two dimensional model	en
dc.subject	Shotcreting	en
dc.title	Modelling hooked steel fibre pull-out in fibre-reinforced high-strength concrete	en
dc.type	journalArticle	en

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