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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.79 No.1
- 발행연도
- 2021.1
- 수록면
- 117 - 129 (13page)
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초록· 키워드
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The shear connector is the most important part of a composite beam and promotes a composite action between a steel beam and concrete slab. This paper presents the experiment results of three large-scale composite beams with a newly puzzle shaped crestbond rib shear connector. The behavior of this shear connector was investigated and the results were correlated with those obtained from the push-out-test specimens. Four-point-bending load testing was carried out on steelconcrete composite beam models to consider the effects of the concrete strength, number of transverse rebars in the crestbond and the width of the concrete slab. The results of large scale experimental test include of: the deflection, ultimate load, strains of the concrete, steel beam and Perfobond connectors; the relative slip between the steel beam and the concrete slab at the end of the beams; and the relative failure mechanism. The results showed that the general behavior of a steel-concrete composite beam using Perfobond shear connectors was similar to that of a steel-concrete composite beam using conventional shear connectors such as head stud shear connector. The newly puzzle shaped crestbond shear connectors showed satisfactory performance and could be considered for application in composite structures.
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참고문헌 (39)
참고문헌 신청
Ahn, J. H. / 2010 / Shear resistance of the perfobond rib shear connector depending on concrete strength and rib arrangement / J. Constr. Steel Res 66:1295~1307
Bui, D. V. / 2010 / Behaviour of Steel-Concrete Composite beams made of Ultra high performance concrete
Chromiak, P. / 2006 / Load capacity of perforated shear connector / J. Eng. Inform. Sci 1(3):23~30
Thi Hai Vinh Chu / 2016 / Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: An experimental study / Steel and Composite Structures, An International Journal 21(5):1157~1182
Chu, T. H. V. / 2018 / Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: an experimental study / The 4th conference Congrès International de Géotechnique Ouvrages Structures CIGOS-2017
Bui, D. V. / 2010 / Behaviour of Steel-Concrete Composite beams made of Ultra high performance concrete
Chromiak, P. / 2006 / Load capacity of perforated shear connector / J. Eng. Inform. Sci 1(3):23~30
Thi Hai Vinh Chu / 2016 / Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: An experimental study / Steel and Composite Structures, An International Journal 21(5):1157~1182
Chu, T. H. V. / 2018 / Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: an experimental study / The 4th conference Congrès International de Géotechnique Ouvrages Structures CIGOS-2017
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