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http://dx.doi.org/10.12989/scs.2019.31.1.053

Numerical simulation of Y-type perfobond rib shear connectors using finite element analysis  

Kim, Kun-Soo (Structural and Seismic Safety Research Team, Korea Atomic Energy Research Institute)
Han, Oneil (School of Civil and Environmental Engineering, Yonsei University)
Gombosuren, Munkhtulga (School of Civil and Environmental Engineering, Yonsei University)
Kim, Sang-Hyo (School of Civil and Environmental Engineering, Yonsei University)
Publication Information
Steel and Composite Structures / v.31, no.1, 2019 , pp. 53-67 More about this Journal
Abstract
This study presents finite element analysis (FEA) on a Y-type perfobond rib shear connection using Abaqus software. The performance of a shear connection is evaluated by conducting a push-out test. However, in practice, it is inefficient to verify the performance by conducting a push-out test with regard to all design variables pertaining to a shear connector. To overcome this problem, FEA is conducted on various shear connectors to accurately estimate the shear strength of the Y-type perfobond rib shear connection. Previous push-out test results for 14 typical push-out test specimens and those obtained through FEA are compared to analyze the shear behavior including consideration of the design variables. The results show that the developed finite element model successfully reflects the effects of changes in the design variables. In addition, using the developed FEA model, the shear resistance of a stubby Y-type perfobond rib shear connector is evaluated based on the concrete strength and transverse rebar size variables. Then, the existing shear resistance formula is upgraded based on the FEA results.
Keywords
Y-type perfobond rib shear connection; shear behavior; finite element analysis; numerical simulation;
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Times Cited By KSCI : 4  (Citation Analysis)
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