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- W1524242962 abstract "In Korea, it is the common design practice that relatively thin plates are used for the box girder flanges, which make the local buckling of compression flanges a very critical factor in the design. In order to increase the local buckling strength of the thin compression flanges, large numbers of longitudinal and transverse stiffeners has been installed. In this study, an optimization analysis was conducted to seek the most economical spacing and the optimum stiffness of the transverse stiffeners considered both the material and labor costs. The finite element analysis was also conducted to investigate the behavior of isolated compression flanges with a variety of slenderness, aspect ratio, spacing and stiffness of longitudinal and transverse stiffeners. It was confirmed that the transverse stiffener is optimized when the stiffness of transverse stiffeners is almost same with the longitudinal stiffeners at the same time the aspect ratio of panels (a/w) is 3~5." @default.
- W1524242962 created "2016-06-24" @default.
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- W1524242962 date "2005-01-01" @default.
- W1524242962 modified "2023-09-24" @default.
- W1524242962 title "Optimum Stiffness of Transverse Stiffener in Compression Flanges" @default.
- W1524242962 hasPublicationYear "2005" @default.
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