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- W2391345077 abstract "Based on the theory of restrained torsion for a thin-walled box girder,the equations of bimoment for the restrained torsion of a thin-walled box girder under an eccentric axial load are derived through taking the eccentric axial load as a kind of a bimoment load.The practical formulas for the twist centre and principal sectoral coordinate are further derived to simplify the calculation of warping stress.A box girder model is analyzed and the calculated stresses are in a good agreement with those obtained by the shell element of the finite element software ANSYS,validating the presented method and formulas.The influence of the variation of box depth-width ratios and cantilever plate widths on the warping stress for restrained torsion of a thin-walled box girder under an eccentric axial load is analyzed in detail.It is shown that: the depth-width ratio and the cantilever plate width affect remarkably the warping stress at the tip of a cantilever plate,while they have a smaller effect on the warping stress at the intersection of web and top or bottom plates;the warping stress at the control point on the fixed end cross section of the cantilever box girder under an eccentric axial load reaches 12% of that calculated by the elementary beam theory,which should not be ignored." @default.
- W2391345077 created "2016-06-24" @default.
- W2391345077 creator A5040647242 @default.
- W2391345077 date "2013-01-01" @default.
- W2391345077 modified "2023-09-24" @default.
- W2391345077 title "RESEARCH ON WARPING STRESS OF RESTRAINED TORSION FOR THIN-WALLED BOX GIRDER UNDER ECCENTRIC AXIAL LOAD" @default.
- W2391345077 hasPublicationYear "2013" @default.
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