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- W579314785 abstract "Unlike straight girders, horizontally curved steel box girders are necessarily subjected to torsion and as a consequence, the Saint Venant torsional shear flow will develop in the flange and web plates. Therefore, the local buckling behavior of steel box girder flanges becomes complicated due to the combined action of compression and shear. In the present study, the elastic buckling behavior of longitudinally stiffened compression flanges of horizontally curved steel box girders is investigated through a 3D finite element analysis. The results are compared with the provisions in AASHTO Guide Specifications for Horizontally Curved Steel Girder Highway Bridges (2003). It was found that the finite element analysis results indicate that the equation for the determination of the shear buckling coefficient of longitudinally stiffened flanges is invalid or can be conservatively used for practical designs. From results of finite element analysis, it is proposed a simplified equation calculated by aspect ratio and the number of stiffener for shear buckling coefficient of compression flange with longitudinally rigid stiffeners that is designed by proposal equation of Yoo et al. (2001)." @default.
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- W579314785 date "2007-01-01" @default.
- W579314785 modified "2023-09-23" @default.
- W579314785 title "Shear Buckling Coefficients for Horizontally Curved Compression Flange with Longitudinal Stiffeners" @default.
- W579314785 hasPublicationYear "2007" @default.
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