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- W2365453083 abstract "In order to construct a study on the shear lag effect of a box girder with varying lateral loading locations,three longitudinal displacement differential functions for a trapezoidal section box girder were assumed and a quadratic parabola was adopted as the function of longitudinal displacement of flange slab along the flange width.The governing differential equation of the box girder was proposed based on the energy-variational principle.The variation of the stress on the top,bottom,and cantilever slabs of the box girder with varying lateral loading locations was investigated.Based on the calculation results for the simply supported beam under a uniformly distributed load,the whole changing process of the top plate reflecting from positive shear lag to no shear lag,and then to a negative shear lag was analyzed.This was done with varying the symmetrical loading on the top plate moving from the webs to the top plate center,and the shear lag effects on the bottom and cantilever slabs of the box girder remained positive.When comparing the calculation results with the results obtained from the finite element method,the proposed method proved to be reliable.Compared with previous studies,this method can reflect the transformation of the shear lag effect more accurately." @default.
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- W2365453083 date "2011-01-01" @default.
- W2365453083 modified "2023-09-22" @default.
- W2365453083 title "Analysis of the shear lag effect of a box girder with varying lateral loading locations" @default.
- W2365453083 hasPublicationYear "2011" @default.
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