문헌정보 홈 > 발행기관 > 한국콘크리트학회 > International Journal of Concrete Structures and Materials Vol.10 No.4 > International Journal of Concrete Structures and Materials : Vol.10 No.4
  • Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams
  • 분류연구문헌 - 학회논문 - 논문
  • ISSN1976-0485
  • 저자Ahmed K. El-Sayed, Ahmed B. Shuraim
  • 페이지pp.513~525
  • 수록지International Journal of Concrete Structures and Materials : Vol.10 No.4
  • 발행년도2016년 - 12월
  • 소장위치토목연구정보센터
  • 통제번호1950309
  • 키워드shear, strength, reinforced, concrete, beams, resistance, demand, high, strength, concrete, verification
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오류신고
초록
The resistance-demand approach has emerged as an effective approach for determining the shear capacity of reinforced concrete beams. This approach is based on the fact that both the shear resistance and shear demand are correlated with flexural tensile strain from compatibility and equilibrium requirements. The basic shear strength, under a given loading is determined from the intersection of the demand and resistance curves. This paper verifies the applicability of resistance-demand procedure for predicting the shear capacity of high strength concrete beams without web reinforcement. A total of 18 beams were constructed and tested in four-point bending up to failure. The test variables included the longitudinal reinforcement ratio, the shear span to depth ratio, and the beam depth. The shear capacity of the beams was predicted using the proposed procedure and compared with the experimental values. The results of the comparison showed good prediction capability and can be useful to design practice

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