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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.12 No.3
- 발행연도
- 2018.3
- 수록면
- 301 - 313 (13page)
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초록· 키워드
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In this paper, an analytical model to rationally evaluate the shear strength of reinforced concrete beams with stirrups has been developed. In the developed model, a shear critical section has been idealized with a single web element for shear and the top and bottom chords for flexure, respectively. With the longitudinal strain at the mid-depth in the shear critical section, evaluated from the flexural analysis, the web element has been analyzed, based on the analysis procedure modified from the modified compression field theory finite element formulation. Through the comparison with the test results of 201 reinforced concrete beams with stirrups exhibiting shear failure before flexural yielding, it was investigated that the developed model well predicted the actual shear strength of reinforced concrete beams with stirrups. In addition, it was investigated that the developed model rationally considered the effect of main parameters such as concrete compressive strength, shear span–depth ratio, stirrup ratio, and member depth. Through simplification, the developed model can be useful to develop more rational shear design provisions for reinforced concrete members with stirrups.
목차
Abstract
1. Introduction
2. Development of Single Web Shear Element Model
3. Verification of the Proposed Model
4. Conclusion
References
참고문헌 (50)
참고문헌 신청
ACI Committee 318. (2014). Building code requirements for structural concrete and commentary. ACI 318-14/ACIR-14. Farmington Hills, MI: American Concrete Institute.
Angelakos, D., Bentz, E. C., & Collins, M. P. (2001). Effect of concrete strength and minimum stirrups on shear strength of large members. ACI Structural Journal, 98(3), 290?300.
Bentz, E. (2001). Response-2000, Shell-2000, Triax-2000, Membrane-2000, User manual. Toronto, ON: Department of Civil Engineering at University of Toronto.
Bresler, B., & Scordelis, A. C. (1963). Shear strength of reinforced concrete beams. ACI Journal, 60(1), 51?74.
CAN/CSA-A23.3-04. (2014). Design of concrete structures. Rexdale: Canadian Standards Association.
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UCI(KEPA) : I410-ECN-0101-2018-532-001900054