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- W2347884016 abstract "To investigate the mechanical behavior of steel-concrete joint section of cable-stayed bridge,ANSYS,a general finite element package,was used to analyze the nonlinear numerical simulation of the joint section mechanics behavior of Wusu bridge in Heixiazi Island. In the analysis,the nonlinear characters of structure and material were taken into account,and nonlinear spring elements were employed to simulate the bond-slip effect of studs. The analysis results based on nonlinear spring elements were compared with the ones obtained using linear spring elements. The numerical analysis results show that as studs are simulated by nonlinear spring elements,numerical results agree well with the model test ones. The linear and nonlinear stud models make little difference between the calculation results under the design load. Different stud mechanics models will induce a significant effect on the initial propagation pattern of cracks in the concrete of joint section,while there exist a few difference about the distribution of crack after most cracks happen." @default.
- W2347884016 created "2016-06-24" @default.
- W2347884016 creator A5083634415 @default.
- W2347884016 date "2014-01-01" @default.
- W2347884016 modified "2023-09-24" @default.
- W2347884016 title "Numerical Simulation Analysis of Steel-Concrete Joint Section in Hybrid Girder of Cable-Stayed Bridge" @default.
- W2347884016 hasPublicationYear "2014" @default.
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