关于混凝土构件在弯、剪、扭复合受力下箍筋配箍率A_(sv)/(bs)取值的讨论  

Discussion on Value of Stirrup Ratio A_(sv)/(bs) of Concrete Members Subjected to Bending、Shear、Torsion

作　　者：王宜军[1] 

机构地区：[1]宜春学院土木工程系,宜春336000

出　　处：《建筑科学》2005年第5期99-101,共3页Building Science

摘　　要：针对教材和资格考试书中钢筋混凝土构件在弯、剪、扭复合受力下箍筋配筋率Asv/(bs)取值欠妥甚至是错误之处,本文通过其破坏试验过程及承载力极限状态计算公式的分析,提出了新的取值计算公式,以供大家参考。This paper explained the values of stirrup ratio their destructive tests and the analysis by limit state calculating of concrete members subjected to bending, shear and torsion through fomula of bearing capacity. It also proposed a new calculating fomula for reference.

关 键 词：混凝土结构 弯、剪、扭构件 箍筋 配箍率 

分 类 号：TU375.1[建筑科学—结构工程] TU311.4