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

Author(s):	Carlos Sousa Rui Calçada João Rocha Afonso Serra Neves
Title:	Numerical analysis of cracked railway bridge decks subjected to cyclic loading
Issue Date:	2012
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.
Subject:	Engenharia civil, Engenharia civil Civil engineering, Civil engineering
Scientific areas:	Ciências da engenharia e tecnologias::Engenharia civil Engineering and technology::Civil engineering
URI:	https://hdl.handle.net/10216/98868
Source:	Bond in Concrete: Bond, Anchorage, Detailing
Document Type:	Artigo em Livro de Atas de Conferência Internacional
Rights:	restrictedAccess
Appears in Collections:	FEUP - Artigo em Livro de Atas de Conferência Internacional

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