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Distortion analysis of horizontally curved trapezoidal box girder bridges

Abstract: Composite box girder bridges may be a competitive solution under certain constraints due to their efficiency and torsional capacity. However, the cross section deflects transversally, creating longitudinal stresses which reduce the capacity of the section. Those stresses may be controlled using cross-frames, but the detailing of those elements may become expensive. The procedure described herein provides a useful tool for an efficient design of cross frames based on the well-known BEF theory. It may be implemented using a commercial software and the formulation provided increases the accuracy of the existing one.

Otras publicaciones de la misma revista o congreso con autores/as de la Universidad de Cantabria

 Fuente: Engineering Structures, 2022, 282, 115798

Editorial: Elsevier Ltd

 Fecha de publicación: 01/05/2023

Nº de páginas: 9

Tipo de publicación: Artículo de Revista

 DOI: 10.1016/j.engstruct.2023.115798

ISSN: 0141-0296,1873-7323

Url de la publicación: https://doi.org/10.1016/j.engstruct.2023.115798