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What is Box Girder Deformation by Radius Analysis about?

This document summarizes a study that analyzed the deformation of curved box girder bridges under different radii using finite element analysis. Five bridge models with radii of 50m, 100m, 150m, 200m and 250m were created and their deformations were compared. The results showed that: 1) Bridges experienced vertical, radial and longitudinal deformation, with vertical being most significant. Sections also experienced twisting and distortion. 2) Vertical displacement at mid-span was most sensitive to radius

Author

MARUF

Language

EN