Fatigue analysis of box-girder webs subjected to in-plane shear and transverse bending induced by railway traffic

The analysis of slender reinforced concrete box-girder webs, in bridge decks, must be carried out considering the effects of in-plane shear and transverse (out-of-plane) bending. In the case of structures subjected to important cyclic loads, such as railway bridge decks, fatigue must also be taken i...

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Bibliographic Details
Main Author: Carlos Sousa (author)
Other Authors: Joao Francisco Rocha (author), Rui Calcada (author), Afonso Serra Neves (author)
Format: article
Language:eng
Published: 2013
Subjects:
Online Access:https://repositorio-aberto.up.pt/handle/10216/97444
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/97444