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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.10 No.4
- 발행연도
- 2016.12
- 수록면
- 425 - 434 (10page)
이용수
초록· 키워드
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In this experimental study, six post-tensioned light weight concrete (LWC) continuous one-way slabs were tested in the following manner: the flexural behaviors of the members were compared with the calculations from the existing standards. The test also examined the effect of prestressing in tendons and proper prestress conditions to reduce the deflection and crack width, and to enhance the flexural capacity and ductility of LWC members. Flexural capacity and stress increments in unbonded tendons of the specimens were compared with those of the simply supported normal and the lightweight concrete members. The suggested safety limit from the American Concrete Institute (ACI) regulation on the maximum capacity and the stress incremental in unbonded tendons were also compared with the test results under simple and continuous supporting conditions.
목차
Abstract
1. Introduction
2. Experimental Program
3. Test Results
4. Comparison with Standards
5. Conclusions
References
참고문헌 (27)
참고문헌 신청
[단행본] - AASHTO / 1998 / AASHTO LRFD Bridge Design Specifications / American Association of State Highway and Transportation officials
[기타자료] - / 2011 / ACI Committee 318, Building code requirements for structural concrete (ACI 318-11) and commentary (ACI 318R-11) / American Concrete Institute
[기타자료] - / 1996 / ASTM A 416, Standard specification for steel strand, uncoated seven-wire for prestressed concrete / American Society for Testing and Materials
[학술지(정기간행물)] - Au, F. T. K. / 2004 / Prediction of ultimate stress in unbonded prestressed tendons / Magazine of Concrete Research 56 (1) : 1 ~ 11
[학술지(정기간행물)] - Burns, N. H. / 1978 / Tests of one-way post-tensioned slabs with unbonded tendons / PCI Journal : 66 ~ 81
[기타자료] - / 2011 / ACI Committee 318, Building code requirements for structural concrete (ACI 318-11) and commentary (ACI 318R-11) / American Concrete Institute
[기타자료] - / 1996 / ASTM A 416, Standard specification for steel strand, uncoated seven-wire for prestressed concrete / American Society for Testing and Materials
[학술지(정기간행물)] - Au, F. T. K. / 2004 / Prediction of ultimate stress in unbonded prestressed tendons / Magazine of Concrete Research 56 (1) : 1 ~ 11
[학술지(정기간행물)] - Burns, N. H. / 1978 / Tests of one-way post-tensioned slabs with unbonded tendons / PCI Journal : 66 ~ 81
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UCI(KEPA) : I410-ECN-0101-2017-532-001981240