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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.31 No.3
- 발행연도
- 2019.1
- 수록면
- 303 - 317 (15page)
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초록· 키워드
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This paper presents a finite element model for predicting the behaviour of high-strength steel bolted beam-tocolumn joints under monotonic loading. The developed numerical model considers the effects of material nonlinearities and geometric nonlinearities. The accuracy of the developed model is examined by comparing the predicted results with independent experimental results. It is demonstrated that the proposed model accurately predicts the ultimate flexural resistances and moment-rotation curves for high-strength steel bolted beam-to-column joints. Mechanical performance of three joint configurations with various design details is examined. A parametric study is carried out to investigate the effects of key design parameters on the behaviour of bolted beam-to-column joints with double-extended endplates. The plastic flexural capacities of the beam-to-column joints from the experimental programme and numerical analysis are compared with the current codes of practice. It is found that the initial stiffness and plastic flexural resistance of the high-strength steel beam-to-column joints are overestimated. Proper modifications need to be conducted to ensure the current analytical method can be safely used for the bolted beam-to-column joints with high-performance materials.
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참고문헌 (50)
참고문헌 신청
2016 / ABAQUS 6.16, Computer software / Dassault systems
Abidelah, A. / 2012 / Experimental and analytical behaviour of bolted end-plate connections with or without stiffeners / J. Constr. Steel Res 76:13~27
1998 / AS4100-1998, Standards Australia, Steel structures
2017 / AS/NZS 5100.6-2017, Standards Australia, Bridge Design, Part 6: Steel and Composite Construction
2017 / AS/NZS 2327-2017, Standards Australia, Composite structures-composite steel-concrete construction in buildings
Abidelah, A. / 2012 / Experimental and analytical behaviour of bolted end-plate connections with or without stiffeners / J. Constr. Steel Res 76:13~27
1998 / AS4100-1998, Standards Australia, Steel structures
2017 / AS/NZS 5100.6-2017, Standards Australia, Bridge Design, Part 6: Steel and Composite Construction
2017 / AS/NZS 2327-2017, Standards Australia, Composite structures-composite steel-concrete construction in buildings
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