江西建材Issue(12)：89-91,3.
钢管混凝土柱-预应力混凝土节点的抗剪受力性能研究
Study on Shear Behavior of Concrete-filled Steel Tube Column and Prestressed Concrete Joint
张攀 1孙建伟1
作者信息
- 1. 山东薛城盛泰房地产开发有限公司,山东 枣庄 277000
- 折叠
摘要
Abstract
In this paper,the shear properties of concrete-filled steel tube columns and prestressed concrete joints are studied,and the shear properties of different types of joints are compared.The results show that prestressing can effectively improve the shear bearing capacity of the member.The larger the prestress value is,the smaller the longitudinal strain corresponding to the maximum load is.The prestressed reinforcement can effectively enhance the bearing capacity of the stirrup.The joints of all components still have shear resistance after the root of the beam is destroyed,which can meet the design requirements of strong joints and weak components.关键词
建筑工程/钢管混凝土/节点/抗剪受力性能Key words
Construction engineering/Concrete filled steel tube/Node/Shear resistance分类
建筑与水利引用本文复制引用
张攀,孙建伟..钢管混凝土柱-预应力混凝土节点的抗剪受力性能研究[J].江西建材,2023,(12):89-91,3.
