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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.13 No.6
- 발행연도
- 2019.9
- 수록면
- 801 - 819 (19page)
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초록· 키워드
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Twenty-seven large-scale beams with dapped-end have been prepared, cast and tested to failure in the three points loading arrangement. One control beam has been designed in accordance with requirement of standard code while the dapped-end reinforcement scheme of other beams has been derived from the control beam. In selected beams, engineered cementitious composites (ECC) has been utilized in the dapped-end region. The test results exhibited that DR is more appropriate and higher capacity than HR in resisting the shear force. In addition, the reinforced engineered cementitious composites dapped-end beams (R-ECC-DEB) showed higher structural performance compared to the normal reinforced concrete dapped-end beams (RC-DEBs). The strength of ECC also has direct effect on the failure capacity of the R-ECC-DEB, in which higher strength of ECC leads to higher failure capacity of R-ECC-DEB.
목차
Abstract
1. Introduction
2. Experimental Program
3. Results and Discussion
4. Conclusion
5. Highlights
References
참고문헌 (31)
참고문헌 신청
A. Committee and I. O. f. Standardization. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary.
Ahmad, S., Elahi, A., Hafeez, J., Fawad, M., & Ahsan, Z. (2013). Evaluation of the shear strength of dapped ended beam. Life Science Journal, 10, 1038?1044.
Aswin, M., Mohammed, B. S., Liew, M., & Imam, Z. S.. (2015a). Root cause of reinforced concrete dapped-end beams failure. International Journal of Applied Engineering Research, 10(22), 42927?42933.
Aswin, M., Mohammed, B. S., Liew, M., & Syed, Z. I. (2015b). Shear failure of RC dapped-end beams. Advances in Materials science and engineering, 2015, 309135.
Botros, A. W., Klein, G. J., Lucier, G. W., Rizkalla, S. H., & Zia, P. (2017). Dapped ends of prestressed concrete thin-stemmed members: Part 1, experimental testing and behavior. PCI Journal, 62, 61?82.
Ahmad, S., Elahi, A., Hafeez, J., Fawad, M., & Ahsan, Z. (2013). Evaluation of the shear strength of dapped ended beam. Life Science Journal, 10, 1038?1044.
Aswin, M., Mohammed, B. S., Liew, M., & Imam, Z. S.. (2015a). Root cause of reinforced concrete dapped-end beams failure. International Journal of Applied Engineering Research, 10(22), 42927?42933.
Aswin, M., Mohammed, B. S., Liew, M., & Syed, Z. I. (2015b). Shear failure of RC dapped-end beams. Advances in Materials science and engineering, 2015, 309135.
Botros, A. W., Klein, G. J., Lucier, G. W., Rizkalla, S. H., & Zia, P. (2017). Dapped ends of prestressed concrete thin-stemmed members: Part 1, experimental testing and behavior. PCI Journal, 62, 61?82.
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