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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.20 No.6
- 발행연도
- 2016.1
- 수록면
- 1,369 - 1,379 (11page)
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This paper investigates the flexural stiffness of simply supported steel-concrete composite I-beams under positive bending moment through combined experimental, numerical, and different standard methods. 14 composite beams are tested for experimental study and parameters including shear connection degree, transverse and longitudinal reinforcement ratios, loading way are also investigated. ABAQUS is employed to establish finite element (FE) models to simulate the flexural behavior of composite beams. The influences of a few key parameters, such as the shear connection degree, stud arrangement, stud diameter, beam length, loading way, on the flexural stiffness is also studied by parametric study. In addition, three widely used standard methods including GB, AISC, and British standards are used to estimate the flexural stiffness of the composite beams. The results are compared with the experimental and numerical results. The findings have provided comprehensive understanding of the flexural stiffness and the modelling of the composite beams. The results also indicate that GB 50017-2003 could provide better results in comparison to the other standards.
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참고문헌 (27)
참고문헌 신청
AISC-LRFD / 2005 / Load and resistance factor design specification for structural steel buildings, (2nd Ed.) / American Institute of Steel Construction
1990 / BS5950-3.1: British Standard, Structural use of steelwork in building, Part 3: Design in Composite Construction / British Standards Institution
Chang, X. / 2014 / Analysis of circular concrete-filled steel tube support in high ground stress conditions / Tunn. Undergr. Sp. Tech. 43(3):41~48
Chang, X. / 2015 / Effects of interface behavior on fracture spacing in layered rock / Rock Mech. Rock Eng. 48:1~14
Chang, X. / 2015 / Behavior of propagating fracture at bedding interface in layered rocks / Eng. Geol. 197(10):33~41
1990 / BS5950-3.1: British Standard, Structural use of steelwork in building, Part 3: Design in Composite Construction / British Standards Institution
Chang, X. / 2014 / Analysis of circular concrete-filled steel tube support in high ground stress conditions / Tunn. Undergr. Sp. Tech. 43(3):41~48
Chang, X. / 2015 / Effects of interface behavior on fracture spacing in layered rock / Rock Mech. Rock Eng. 48:1~14
Chang, X. / 2015 / Behavior of propagating fracture at bedding interface in layered rocks / Eng. Geol. 197(10):33~41
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