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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.19 No.4
- 발행연도
- 2015.1
- 수록면
- 843 - 860 (18page)
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초록· 키워드
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Recycled tire rubber-filled concrete (RRFC) is employed into the steel-concrete composite structures due to its good ductility and crack resistance. Push-out tests were conducted to investigate the static behavior of steel and rubber-filled concrete composite beam with different rubber mixed concrete and studs. The results of the experimental investigations show that large studs lead a higher ultimate strength but worse ductility in normal concrete. Rubber particles in RRFC were shown to have little effect on shear strength when the compressive strength was equal to that of normal concrete, but can have a better ductility for studs in rubber-filled concrete. This improvement is more obvious for the composite beam with large stud to make good use of the high strength. Besides that the uplift of concrete slabs can be increased and the quantity and width of cracks can be reduced by RRFC efficiently. Based on the test result, a modified empirical equation of ultimate slip was proposed to take not only the compressive strength, but also the ductility of the concrete into consideration.
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참고문헌 (16)
참고문헌 신청
AASHTO LRFD / 2004 / Bridge design specifications / American Association of State Highway and Transportation Officials
1998 / Welding — studs and ceramic ferrules for arc stud welding / EN ISO 13918
2004 / Design of composite steel and concrete structures. Part 2: General rules and rules for bridges / EN 1994-2
Ernst, S. / 2009 / Push-out tests and a new approach for the design of secondary composite beam shear connections / J. Construct. Steel Res 65(1):44~53
Güneyisi, E. / 2014 / Experimental investigation on durability performance of rubberized concrete / Adv. Concrete Construct., Int. J 2(3):187~201
1998 / Welding — studs and ceramic ferrules for arc stud welding / EN ISO 13918
2004 / Design of composite steel and concrete structures. Part 2: General rules and rules for bridges / EN 1994-2
Ernst, S. / 2009 / Push-out tests and a new approach for the design of secondary composite beam shear connections / J. Construct. Steel Res 65(1):44~53
Güneyisi, E. / 2014 / Experimental investigation on durability performance of rubberized concrete / Adv. Concrete Construct., Int. J 2(3):187~201
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