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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.37 No.1
- 발행연도
- 2020.1
- 수록면
- 75 - 90 (16page)
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초록· 키워드
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This paper introduces a new composite joint, which is the composite CFST beam- concrete column joint, and it is more convenient for transportation and erection than conventionally welded joints. The main components of this joint include steel H-beams welded with CFST beams, reinforced concrete columns, and reinforced concrete slabs. The steel H-beams and CFST beams are connected with a concrete slab using shear connectors to ensure composite action between them. An experimental investigation was conducted to evaluate the proposed composite joint performance. A three-dimensional (3D) finite element (FE) model was developed and analyzed for this joint using the ABAQUS/explicit. The FE model accuracy was validated by comparing its results with the relevant test results. Additionally, the parameters that consisted of the steel box beam thickness, concrete compressive strength, steel yield strength, and reinforcement ratio in the concrete slab were considered to investigate their influence on the proposed joint performance.
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참고문헌 (42)
참고문헌 신청
ABAQUS / 2014 / Analysis user’s manual version 6.14 / Dassault Systemes
Abdolreza Ataei / 2015 / Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors / Engineering Structures 99:616~630
Abdolreza Ataei / 2016 / Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors / Finite Elements in Analysis and Design 122:16~38
Ahmed Elremaily / 2001 / Experimental behavior of steel beam to CFT column connections / Journal of Constructional Steel Research 57(10):1099~1119
R. Esfandyary / 2015 / A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections / Structural Engineering and Mechanics, An Int＇l Journal 55(1):205~228
Abdolreza Ataei / 2015 / Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors / Engineering Structures 99:616~630
Abdolreza Ataei / 2016 / Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors / Finite Elements in Analysis and Design 122:16~38
Ahmed Elremaily / 2001 / Experimental behavior of steel beam to CFT column connections / Journal of Constructional Steel Research 57(10):1099~1119
R. Esfandyary / 2015 / A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections / Structural Engineering and Mechanics, An Int＇l Journal 55(1):205~228
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