지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
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.18 No.2
- 발행연도
- 2015.1
- 수록면
- 497 - 517 (21page)
이용수
초록· 키워드
오류제보하기
This study evaluates behavior of the Y-type perfobond rib shear connector proposed by Kim et al. (2013). In addition, an empirical shear resistance formula is developed based on push-out tests. Various types of the proposed Y-type perfobond rib shear connectors are examined to evaluate the effects of design variables such as concrete strength, number of transverse rebars, and thickness of rib. It is verified that higher concrete strength increases shear resistance but decreases ductility. Placing transverse rebars significantly increases both the shear resistance and ductility. As the thickness of the ribs increases, the shear resistance increases but the ductility decreases. The experimental results indicate that a Y-type perfobond rib shear connector has higher shear resistance and ductility than the conventional stud shear connector. The effects of the end bearing resistance, resistance by transverse rebars, concrete dowel resistance by holes, and concrete dowel resistance by Y-shape ribs on the shear resistance are estimated empirically based on the push-out test results and the additional push-out test results by Kim et al. (2013). An empirical shear resistance formula is suggested to estimate the shear resistance of a Y-type perfobond shear connector for design purposes. The newly developed shear resistance formula is in reasonable agreement with the experimental results because the average ratio of measured shear resistance to estimated shear resistance is 1.024.
목차
등록된 정보가 없습니다.
참고문헌 (14)
참고문헌 신청
Ahn, J. H. / 2010 / Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement / J. Construct. Steel Res 66(10):1295~1307
Baran, E. / 2012 / An experimental study on channel type shear connectors / J Construct. Steel Res 74:108~117
Cândido-Martins, J. P. S. / 2010 / Experimental evaluation of the structural response of perfobond shear connectors / Eng. Struct 32(8):1976~1985
Szilvia Erdélyi / 2009 / Light-gauge composite floor beam with self-drilling screw shear connector: experimental study / Steel and Composite Structures, An International Journal 9(3):255~274
European Committee for Standardization / 2007 / prEN 1994-1-1 Design of Composite Steel and Concrete Structures Part 1-1: General rules and rules for buildings / CEN
Baran, E. / 2012 / An experimental study on channel type shear connectors / J Construct. Steel Res 74:108~117
Cândido-Martins, J. P. S. / 2010 / Experimental evaluation of the structural response of perfobond shear connectors / Eng. Struct 32(8):1976~1985
Szilvia Erdélyi / 2009 / Light-gauge composite floor beam with self-drilling screw shear connector: experimental study / Steel and Composite Structures, An International Journal 9(3):255~274
European Committee for Standardization / 2007 / prEN 1994-1-1 Design of Composite Steel and Concrete Structures Part 1-1: General rules and rules for buildings / CEN
함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
Numerical simulation of Y-type perfobond rib shear connectors using finite element analysis
Steel and Composite Structures, An International Journal
2019 .01
-
새로운 형식의 강-콘크리트 합성구조용 전단연결 시스템 : Y형 Perfobond rib 전단연결재
콘크리트학회지
2015 .05
-
Shear behavior of multi-hole perfobond connectors in steel-concrete structure
Structural engineering and mechanics : An international journal
2015 .01
-
초고성능 콘크리트에 대한 Perfobond Rib 전단연결재 거동 평가
한국산학기술학회 논문지
2015 .07
-
BWBN Model Estimation of Y-type Perfobond Rib Shear Connectors with Large Number of Ribs
대한토목학회 학술대회
2019 .10
-
Experimental shear strength evaluation of perfobond shear connector with various hole shapes
Structural engineering and mechanics : An international journal
2018 .01
-
단속배치된 캡 형상의 전단연결재의 전단내력에 관한 실험 연구
한국공간구조학회지
2018 .01
-
Experimental study on the hybrid shear connection using headed studs and steel plates
Steel and Composite Structures, An International Journal
2020 .01
-
Review of stud shear resistance prediction in steel-concrete composite beams
Steel and Composite Structures, An International Journal
2018 .01
-
Interfacial shear resistance of angle shear connectors welded to concrete filled U-shaped CFS beam
Steel and Composite Structures, An International Journal
2022 .05
-
Application of ANFIS technique on performance of C and L shaped angle shear connectors
Smart Structures and Systems, An International Journal
2018 .01
-
Experimental shear strength evaluation of perfobond shear connector with various hole shapes
Structural Engineering and Mechanics, An Int＇l Journal
2018 .01
-
Investigation of pipe shear connectors using push out test
Steel and Composite Structures, An International Journal
2018 .01
-
Application of ANFIS technique on performance of C and L shaped angle shear connectors
Smart structures and systems
2018 .01
-
Application of a newly puzzle shaped crestbond rib shear connector in composite beam using inverted T steel girder: An experimental study
Structural Engineering and Mechanics, An Int＇l Journal
2021 .01
-
Monotonic behavior of C and L shaped angle shear connectors within steel-concrete composite beams: an experimental investigation
Steel and Composite Structures, An International Journal
2020 .01
-
Pressure-Assisted Sinter-Bonding Characteristics at 250 °C in Air Using Bimodal Ag-Coated Cu Particles
Electronic Materials Letters
2020 .01
-
Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams
International Journal of Concrete Structures and Materials
2016 .12
-
Influence of Shear Span-to-Effective Depth Ratio on Behavior of High‑Strength Reinforced Concrete Beams
International Journal of Concrete Structures and Materials
2021 .05
이 논문의 저자 정보
최근 본 자료
댓글(0)
0