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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.29 No.5
- 발행연도
- 2018.1
- 수록면
- 659 - 667 (9page)
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This paper deals with the experimental study on strength the strength and deformation characteristics of short circular Concrete Filled Steel Tube (CFST) columns. Effect of vertical stiffeners on the behavior of the column is studied under axial compressive loading. Intermittently welded vertical stiffeners are used to strengthen the tubes. Stiffeners are attached to the inner surface of tube by welding through pre drilled holes on the tube. The variable of the study is the spacing of the weld between stiffeners and circular tube. A total of 5 specimens with different weld spacing (60 mm, 75 mm, 100 mm, 150 mm and 350 mm) were prepared and tested. Short CFST columns of height 350 mm, outer tube diameter of 165 mm and thickness of 4.5 mm were used in the study. Concrete of cube compressive strength 41 N/mm<sup>2</sup> and steel tubes with yield strength 310 N/mm<sup>2</sup> are adopted. The test results indicate that the strength and deformation of the circular CFST column is found to be significantly influenced by the weld spacing. The ultimate axial load carrying capacity was found to increase by 11% when the spacing of weld is reduced from 350 mm to 60 mm. The vertical stiffeners are found to effective in enhancing the initial stiffness and ductility of CFST columns. The prediction models were developed for strength and deformation of CFST columns. The prediction is found to be in good agreement with the corresponding test data.
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참고문헌 (37)
참고문헌 신청
2011 / ACI-318, Code Requirements for Structural Concrete and Commentary / American Concrete Institute
Che, Y. / 2012 / Compressive performances of the concrete filled circular CFRP-steel tube (CCFRP- CFST) / Adv. Steel Constr. 8(4):311~338
Chen Shiming / 2012 / Numerical analysis of the axially loaded concrete filled steel tube columns with debonding separation at the steel-concrete interface / Steel and Composite Structures, An International Journal 13(3):277~293
Dabaon, M. A. / 2009 / Experimental investigation on concrete filled stainless steel stiffened tubular stub columns / Eng. Struct 31(2):300~307
C.X. Dong / 2012 / Uni-axial behaviour of normal-strength CFDST columns with external steel rings / Steel and Composite Structures, An International Journal 13(6):587~606
Che, Y. / 2012 / Compressive performances of the concrete filled circular CFRP-steel tube (CCFRP- CFST) / Adv. Steel Constr. 8(4):311~338
Chen Shiming / 2012 / Numerical analysis of the axially loaded concrete filled steel tube columns with debonding separation at the steel-concrete interface / Steel and Composite Structures, An International Journal 13(3):277~293
Dabaon, M. A. / 2009 / Experimental investigation on concrete filled stainless steel stiffened tubular stub columns / Eng. Struct 31(2):300~307
C.X. Dong / 2012 / Uni-axial behaviour of normal-strength CFDST columns with external steel rings / Steel and Composite Structures, An International Journal 13(6):587~606
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