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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.11 No.3
- 발행연도
- 2017.9
- 수록면
- 525 - 540 (16page)
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초록· 키워드
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This paper presents an experimental study of a new grouted splice connection for wall panels, called Welded Bar Sleeve (WBS). The connections were made from steel pipes and tested with incremental tensile, shear and flexural loads until failure. The aim is to determine the behaviour of the connection under the three load cases. For this, the connections are evaluated in terms of the load–displacement responses, ultimate capacities, ductility responses and some feasibility assessment criteria. WBS was found to provide sufficient strength at the bar embedded length of 8, 8 and 11 times the bar diameter under tensile, shear and flexural loads, respectively. It is effective under tension, but could only service up to 1/3 of its ultimate shear capacity. Flexural load is the most critical load case for the connection. For this, further enhancements are required when subjected to shear and flexural loads.
목차
Abstract
1. Introduction
2. Experimental Program
3. Results and Analysis
4. Feasibility Evaluation of Grouted Splice Connection
5. Conclusion
References
참고문헌 (39)
참고문헌 신청
Abd. Rahman, A. B., Ling, J. H., & Ibrahim, I. S. (2010). Performance of grouted sleeve connectors subjected to incremental tensile loads. Malaysian Construction Research Journal (MCRJ), 6, 39?55.
AC-133. (2008). Acceptance criteria for mechanical connector systems for steel reinforcing bars. Brea:ICC Evaluation Service, Inc.
ACI-117. (1990). Standard Specifications for Tolerances for Concrete Construction and Material. ACI Journal. ACI Committee 117.
ACI-318. (2002). Building code requirements for structural concrete and commentary. Farmington Hills, MI: American Concrete Institute
Aldin Hosseini, S. J., & Abd. Rahman, A. B. (2013). Analysis of spiral reinforcement in grouted pipe splice connectors. Grad?evinar, 65, 537?546.
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UCI(KEPA) : I410-ECN-0101-2018-532-001249738