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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.2
- 발행연도
- 2016.6
- 수록면
- 143 - 147 (5page)
이용수
초록· 키워드
오류제보하기
In recent years, some modifications were introduced in the stress–strain relationship of the steel in order to develop a more efficient shear model for reinforced concrete members. The last contribution in this sense corresponding to the Refined Compression Field Theory (RCFT, 2009); this theory proposed a steel constitutive model that has account the tension stiffening area prescribed by technical codes, what simplifies all the design process. However, under certain design conditions supported by such codes, the RCFT model does not provide a real (non-complex) solution for the steel yield strain when the prescribed tension stiffening area is considered; then the load-strain response cannot be computed. In this technical note, the tension stiffening area is fixed in order to guarantee the application of the embedded steel constitutive model for all the standard design range.
목차
Abstract
1. Introduction
2. Fixing the Tension Stiffening Area
3. Conclusions
References
참고문헌 (21)
참고문헌 신청
[학위논문] - Abersman, B. / 1973 / The design and testing to failure of a prestressed concrete beam loaded in flexure and shear / BASc / University of Toronto
[학술지(정기간행물)] - / 1998 / Recent approaches to shear design of structural concrete / Journal of Structural Engineering 124 (12) : 1375 ~ 1416
[학술지(정기간행물)] - Belarbi, A. / 1994 / Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete / ACI Structural Journal 91 (4) : 465 ~ 474
[학술지(정기간행물)] - Bentz, E. C. / 2005 / Explaining the riddle of tension stiffening models for shear panel experiments / ASCE Journal of Structural Engineering 131 (9) : 1422 ~ 1425
[학술지(정기간행물)] - Carbonell-Márquez, Juan F. / 2014 / Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2 / Engineering Structures 76 : 62 ~ 74
[학술지(정기간행물)] - / 1998 / Recent approaches to shear design of structural concrete / Journal of Structural Engineering 124 (12) : 1375 ~ 1416
[학술지(정기간행물)] - Belarbi, A. / 1994 / Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete / ACI Structural Journal 91 (4) : 465 ~ 474
[학술지(정기간행물)] - Bentz, E. C. / 2005 / Explaining the riddle of tension stiffening models for shear panel experiments / ASCE Journal of Structural Engineering 131 (9) : 1422 ~ 1425
[학술지(정기간행물)] - Carbonell-Márquez, Juan F. / 2014 / Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2 / Engineering Structures 76 : 62 ~ 74
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UCI(KEPA) : I410-ECN-0101-2017-532-000856017