Numerical analysis of cracked railway bridge decks subjected to cyclic loading

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-sl...

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Bibliographic Details
Main Author: Carlos Sousa (author)
Other Authors: Rui Calçada (author), João Rocha (author), Afonso Serra Neves (author)
Format: book
Language:eng
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10216/98868
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/98868