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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.39 No.6
- 발행연도
- 2021.1
- 수록면
- 701 - 721 (21page)
이용수
초록· 키워드
오류제보하기
A circular steel-yielding demountable shear connector is proposed. The connector consists of a short perforated circular hollow section (CHS) welded on a base plate which in turn is bolted on the top flange of a steel section. The connector provides longitudinal shear resistance in all directions through yielding of steel and is used in conjunction with precast hollow core slab units. The mechanical behaviour is first studied using a previously validated detailed finite element model simulating horizontal pushout tests, by conducting a series of parametric studies to identify all failure modes of the novel connector. Based on the results of the numerical pushout tests, design equations to predict the strength of the connector are proposed. A composite beam using hollow core slabs and various degrees of shear connection is then simulated to verify the applicability of the circular connector and the implications in the design of composite beams.
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참고문헌 (37)
참고문헌 신청
2018 / Abaqus/Explicit user’s manual, version / Hibbit, Karlsson & Sorensen, Inc
Abdolreza Ataei / 2016 / Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors / Engineering Structures 114:1~13
Huiyong Ban / 2015 / Time-dependent behaviour of composite beams with blind bolts under sustained loads / Journal of Constructional Steel Research 112:196~207
Birtel, V. / 2006 / Parameterised finite element modelling of RC beam shear failure / The 19th Annual International ABAQUS Users' Conference :95~108
Giovanni Brambilla / 2019 / Environmental benefits arising from demountable steel-concrete composite floor systems in buildings / Resources, Conservation and Recycling 141:133~142
Abdolreza Ataei / 2016 / Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors / Engineering Structures 114:1~13
Huiyong Ban / 2015 / Time-dependent behaviour of composite beams with blind bolts under sustained loads / Journal of Constructional Steel Research 112:196~207
Birtel, V. / 2006 / Parameterised finite element modelling of RC beam shear failure / The 19th Annual International ABAQUS Users' Conference :95~108
Giovanni Brambilla / 2019 / Environmental benefits arising from demountable steel-concrete composite floor systems in buildings / Resources, Conservation and Recycling 141:133~142
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