The Relationships Between Shear Reinforcement Ratios and Shear Strength in Reinforced Concrete Deep Beams

철근콘크리트 깊은 보에서 전단철근비와 전단내력의 관계

  • 양근혁 (목포대학교 건축조경토목공학부 건축공학) ;
  • 박정화 (중앙대학교 건축공학과) ;
  • 정헌수 (중앙대학교 건축공학과)
  • Published : 2004.05.01

Abstract

The objective of this experimental study is to understand the effects of horizontal and vertical shear reinforcement on the shear strength of concrete deep beams. Main variables were the horizontal shear reinforcement ratio $(P_{sh})$, vertical shear reinforcement ratio$(P_{sv})$ and shear span-to-overall depth ratio(a/h). Test results revealed that the effectiveness of shear resistance of shear reinforcement was greatly related to the a/h. For the beams with $a/h\geq1.0$, the vertical shear reinforcement was more effective than horizontal shear reinforcement.

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