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Three-Dimensional Simulation of the Shear Properties of Steel-Concrete Composite Beams using an Interface Slip Model

Shiqin He1, Pengfei Li1, Feng Shang2
North China University of Technology, Beijing, China.
Tsinghua University, Beijing, China

Computer Modeling in Engineering & Sciences 2011, 73(4), 387-394. https://doi.org/10.3970/cmes.2011.073.387

Abstract

A three-dimensional finite element (FE) and analytical approach for the simulation of the shear properties of steel-concrete composite beams are presented in this paper. To simulate the interfacial behavior between steel girders and concrete slabs, we apply an interface slip model in the simulation. This model has been used in analyzing the flexural properties of composite beams. Both simply supported beam and continuous composite beam experiments reported in literature are simulated. The load deflection and slip rule between steel girders and concrete slabs, as well as the crack pattern and contour at the ultimate load, are analyzed. The results obtained from the FE analysis agree well with the corresponding experimental results, indicating that FE analysis can be used to effectively simulate the shear properties of steel-concrete composite beams.

Keywords

Steel-concrete composite beams, Finite element method (FEM), Shear property, Three dimensional, Interface-slip.

Cite This Article

He, S., Li, P., Shang, F. (2011). Three-Dimensional Simulation of the Shear Properties of Steel-Concrete Composite Beams using an Interface Slip Model. CMES-Computer Modeling in Engineering & Sciences, 73(4), 387–394.



This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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