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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.14 No.5
- 발행연도
- 2013.1
- 수록면
- 493 - 509 (17page)
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초록· 키워드
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Bending behavior of reinforced concrete slabs encased over shallow I-sections at different levels of compression heads were investigated in present study. 1500 mm long I-sections were used to create composite slabs. Compression heads of monolithic experimental members were encased at different levels into the concrete slabs. Shear connections were welded over some of the I-sections. The testing was carried out in accordance with the principles of four-point loading. Results revealed decreasing load bearing and deflection capacities of composite beams with increasing encasement depths into concrete. Mechanical properties of concrete and reinforcing steel were also examined. Resultant stresses calculated for composite beams at failure were found to be less than the yield strength of steel beams. Test results were discussed with regard to shear and slip effect.
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참고문헌 (38)
참고문헌 신청
Amadio, C. / 2002 / Effective width evaluation of steel-concrete composite beams / J. Construct. Steel Res 58(3):373~388
Ansourian, P. / 1981 / Experiments on composite beams / Proceeding of Institute of Civil Engineers 71:25~51
Arda, T.S. / 2000 / Plastic design of composite member in steel structures / Birsen Publishing
Byfield, M. P. / 2004 / Modeling of undraped semi-continuous composite beams / J. Construct. Steel Res 60(9):1353~1367
Cai, C. S. / 2007 / Interface slip effect on bonded plate repairs of concrete beams / Eng. Struct 29(6):1084~1095
Ansourian, P. / 1981 / Experiments on composite beams / Proceeding of Institute of Civil Engineers 71:25~51
Arda, T.S. / 2000 / Plastic design of composite member in steel structures / Birsen Publishing
Byfield, M. P. / 2004 / Modeling of undraped semi-continuous composite beams / J. Construct. Steel Res 60(9):1353~1367
Cai, C. S. / 2007 / Interface slip effect on bonded plate repairs of concrete beams / Eng. Struct 29(6):1084~1095
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