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钢筋混凝土受弯构件最小配箍率的设置条件
韦 俊 1,2 熊仲明1
摘 要

(1 西安建筑科技大学  710055;?2 苏州科技学院  215011)
【提要】  在对《混凝土结构设计规范》(GB50010—2002)(简称《规范》)中受弯构件斜截面受剪承载力计算公式阐述的基础上,对最小配箍率的设置条件进行了讨论,并提出最小配箍率的设置条件不应是V>0.7ftbh0,而应是V>Vc。
【关键词】  受弯构件  最小配箍率  设置条件  斜拉破坏
Placed Condition of the Minimum of Stirrup Reinforcement Ratio in Reinforced Concrete Beams/Wei Jun 1,2,Xiong Zhongming1(1 Xi"an University of Architecture & Technology,Xi"an 710055,China;2 Suzhou University of Science and Technology,Suzhou 215011,China)
Abstract:On the basis of the exposition on the calculation formula of shear capacity in the code for design of concrete structures (GB50010—2002),the placed condition of the minimum of stirrup reinforcement ratio is discussed.And the placed condition of the minimum of stirrup reinforcement ratio is put forward,which is not V>0.7ftbh0,but V>Vc.
Keywords:bending element; minimum of stirrup reinforcement ratio; placed condition; diagonal tension failure

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