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- W2351690631 abstract "Guided by the energy variational principle and based on the different longitudinal displacements of three parabolas,the basic differential equation of the shear lag of cantilever box girders is obtained,and its feasibility is proved by using the finite difference method.The method is applied to analyze the shear lag effect of cantilever box girder under the longitudinal prestressing of equivalent loaf.Based on the ANSYS,a model which features that the box girder is built and simulated by Solid 95,and the prestressed steel is simulated by Link 10.Later,the model is used to analyze the coefficient distribution rule of the shear lag of the box girder under the longitudinal prestressing,and then this rule is compared with the result from finite difference method.This comparison proves the applicability of the difference method in the study of the shear lag effect of the box girder under longitudinal prestressing of equivalent loaf,and longitudinal prestressing's effects on the shear lag effect of beam is also analyzed." @default.
- W2351690631 created "2016-06-24" @default.
- W2351690631 creator A5021181806 @default.
- W2351690631 date "2013-01-01" @default.
- W2351690631 modified "2023-09-24" @default.
- W2351690631 title "The effects of longitudinal prestressing on the box shear lag by the difference method" @default.
- W2351690631 hasPublicationYear "2013" @default.
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