Title of article
Finite Element Method of Composite Steel-Concrete Beams Considering Interface Slip and Uplift
Author/Authors
Wang, Jing Jilin Jianzhu University - School of Transportation Science and Engineering, China , Cong, Xiao-Hui Jilin Jianzhu University - School of Transportation Science and Engineering, China , Zhang, Yun-Long Jilin Jianzhu University - School of Transportation Science and Engineering, China , Yun, Di Jilin Jianzhu University - School of Transportation Science and Engineering, China
Pages
13
From page
531
To page
543
Abstract
Introduction:
In order to analyze the displacement and internal force of composite steel-concrete beams under the vertical load, The finite element solution of composite steel-concrete beams under concentrated loads considering the existence of interface slip and vertical uplift based on the basic idea of elastic mechanics was derived in this paper.
Method:
A new kind of stiffness equation of bar system was got and its correctness was demonstrated with experimental value, the problem of composite beams considering the existence of interface slip and vertical uplift was solved, avoiding to produce large amount of calculation with the body element method.
Results and Conclusion:
It can be seamlessly integrated into the current engineering design software, which provides effective help to practical engineering problems.
Keywords
Composite beam , Finite element , Interface slip , Vertical uplift , Element stiffness matrix , Composite steel , Concrete beams
Journal title
Open Civil Engineering Journal
Serial Year
2017
Record number
2567676
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