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集中荷载作用下超高强砼有腹筋 约束梁抗剪强度的试验研究
引用本文:甘民,霍小平.集中荷载作用下超高强砼有腹筋 约束梁抗剪强度的试验研究[J].建筑科学与工程学报,1999(3).
作者姓名:甘民  霍小平
作者单位:重庆建筑大学建工学院!重庆400045(甘民),西北建筑工程学院建筑系!陕西西安710061(霍小平)
摘    要:通过集中荷载作用下的18 根高强砼有腹筋约束梁的斜裂缝特点、破坏形态和抗剪性能,若重研究了砼强度、配箍特征值、剪跨比对试件抗剪强度的影响.依据实验结果,将几个抗剪公式对超高强砼有腹筋约束抗剪强度的适用性进行了比较.通过对试验数据的回归分析,提出了超高强砼有腹筋约束梁抗剪强度的建议计算公式并给出了其适用条件

关 键 词:超高强砼  剪跨比  配箍特值  抗剪强度
文章编号:1001-7569(1999)03-0019-05
修稿时间:1999-05-09

Research of shear strength of supper strength concrete beams constrained with web bars by Concentrated loads
GAN Min,HUO Xiao ping.Research of shear strength of supper strength concrete beams constrained with web bars by Concentrated loads[J].Journal of Architecture and Civil Engineering,1999(3).
Authors:GAN Min  HUO Xiao ping
Abstract:The character of diagonal tension cracks,the failure patterns and the shear strength of the super stength concrete beam constrain with web bars were analyzed and the shear strength effected by concrete strength, the stirrup characteristic value and the shear span ratio was researched deeply after the test of eighteen supper stength concrtet beams constrained with web bars effectedby concentrated loads. In terms of the testing outcome, some shear strength equations were researched in order to find whether they are appropriated to the super strength conerete beams constranied with web bars.According to the analysis of testing data regression, the recommended equation of super strength concrete beam constrained with web bars was prefered with is appropriated conditions.
Keywords:super strength concrete  shear span ratio  stirrup characteristic  value  shear strength
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