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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.31 No.1
- 발행연도
- 2019.1
- 수록면
- 53 - 67 (15page)
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초록· 키워드
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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.
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참고문헌 (39)
참고문헌 신청
2012 / Abaqus Documentation, Version 6.12 / Dassault System
ACI Committee / 1999 / Building code requirements for structural concrete (ACI 318M-99) and Commentary (ACI 318RM-99) / American Concrete Institute
Al-Darzi, S. Y. K. / 2007 / Finite element simulation and parametric studies of perfobond rib connector / Am. J. Appl. Sci 4(3):122~127
British Standards Institution(BSI) / 2004 / Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings / British Standards Institution
Classen, M. / 2015 / Shear behaviour of composite dowels in transversely cracked concrete / Struct. Concrete 16(2):195~206
ACI Committee / 1999 / Building code requirements for structural concrete (ACI 318M-99) and Commentary (ACI 318RM-99) / American Concrete Institute
Al-Darzi, S. Y. K. / 2007 / Finite element simulation and parametric studies of perfobond rib connector / Am. J. Appl. Sci 4(3):122~127
British Standards Institution(BSI) / 2004 / Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings / British Standards Institution
Classen, M. / 2015 / Shear behaviour of composite dowels in transversely cracked concrete / Struct. Concrete 16(2):195~206
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