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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.27 No.3
- 발행연도
- 2018.1
- 수록면
- 389 - 399 (11page)
이용수
초록· 키워드
오류제보하기
A perforated shear connector group is commonly used to transfer shear in steel–concrete composite structures when the traditional shear stud connection is not strong enough. The multi-hole perforated shear connector demonstrates a more complicated behavior than the single connector. The internal force distribution in a specific multi-hole perforated shear connector group has not been thoroughly studied. This study focuses on the load-carrying capacity and shear force distribution of multi-hole perforated shear connectors in steel.concrete composite structures. ANSYS is used to develop a three-dimensional finite element model to simulate the behavior of multi-hole perforated connectors. Material and geometric nonlinearities are considered in the model to identify the failure modes, ultimate strength, and load–slip behavior of the connection. A three-layer model is introduced and a closed-form solution for the shear force distribution is developed to facilitate design calculations. The shear force distribution curve of the multi-hole shear connector is catenary, and the efficiency coefficient must be considered in different limit states.
목차
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참고문헌 (40)
참고문헌 신청
Al-Darzi, S. / 2007 / Finite element simulation and parametric studies of perfobond rib connector / Am. J. Appl. Sci. 4(3):122~127
Andalib, Z. / 2010 / Using hyper elastic material for increasing ductility of bracing / Proceedings of the 1st. Conference of Steel & Structures and 2nd Conference on Application of High-Strength Steels in Structural Industry
Andalib, Z. / 2014 / Experimental investigation of the ductility and performance of steel rings constructed from plates / J. Constr. Steel Res. 103:77~88
Baran, E. / 2014 / Behavior of steel-concrete partially composite beams with channel type shear connectors / J. Constr. Steel Res. 97:69~78
Mohammad Bazzaz / 2014 / Evaluating the Seismic Performance of Off-centre Bracing System with Circular element in Optimum Place / International Journal of STEEL STRUCTURES 14(2):293~304
Andalib, Z. / 2010 / Using hyper elastic material for increasing ductility of bracing / Proceedings of the 1st. Conference of Steel & Structures and 2nd Conference on Application of High-Strength Steels in Structural Industry
Andalib, Z. / 2014 / Experimental investigation of the ductility and performance of steel rings constructed from plates / J. Constr. Steel Res. 103:77~88
Baran, E. / 2014 / Behavior of steel-concrete partially composite beams with channel type shear connectors / J. Constr. Steel Res. 97:69~78
Mohammad Bazzaz / 2014 / Evaluating the Seismic Performance of Off-centre Bracing System with Circular element in Optimum Place / International Journal of STEEL STRUCTURES 14(2):293~304
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