Numerical analysis of cracked railway bridge decks subjected to cyclic loading

Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/98868

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DC Field	Value	Language
dc.creator	Carlos Sousa
dc.creator	Rui Calçada
dc.creator	João Rocha
dc.creator	Afonso Serra Neves
dc.date.accessioned	2019-03-21T00:09:16Z	-
dc.date.available	2019-03-21T00:09:16Z	-
dc.date.issued	2012
dc.identifier.other	sigarra:98046
dc.identifier.uri	https://hdl.handle.net/10216/98868	-
dc.description.abstract	In this paper, a recently developed numerical model for analysis of the cyclic behaviour ofcracked reinforced concrete beams is applied to the study of the mechanical response of cracked railwaybridge decks. This numerical methodology includes constitutive models to describe the local bond stress-sliprelationship, taking into account the effects of cyclic loading. The local relationship between the normal stressto the crack and the crack opening under cyclic loading is also explicitly considered in the numerical model.Relevant analysis results are presented and discussed.
dc.language.iso	eng
dc.relation.ispartof	Bond in Concrete: Bond, Anchorage, Detailing
dc.rights	restrictedAccess
dc.subject	Engenharia civil, Engenharia civil
dc.subject	Civil engineering, Civil engineering
dc.title	Numerical analysis of cracked railway bridge decks subjected to cyclic loading
dc.type	Artigo em Livro de Atas de Conferência Internacional
dc.contributor.uporto	Faculdade de Engenharia
dc.subject.fos	Ciências da engenharia e tecnologias::Engenharia civil
dc.subject.fos	Engineering and technology::Civil engineering
Appears in Collections:	FEUP - Artigo em Livro de Atas de Conferência Internacional

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