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Skew Box Girder Bridge Warping Analysis by masterum is a document available to read on EtoBox.
This paper analyzes the effect of varying skew angle on warping displacement and vertical reactions in reinforced concrete box girder bridges using 3D finite element modeling. Three box girder bridges with the same dimensions but different skew angles (0, 25, and 40 degrees) are modeled. The analysis finds that warping displacement increases with increased torsion moment and skew angle. Higher skew angles result in larger differences in warping displacement between loaded and unloaded webs, and between top
- Author
- masterum
- Language
- EN