首页 | 官方网站   微博 | 高级检索  
     

钢管混凝土柱的应力和位移分析
引用本文:蔡荣,李文兴.钢管混凝土柱的应力和位移分析[J].桂林工学院学报,2005,25(4):473-475.
作者姓名:蔡荣  李文兴
作者单位:桂林工学院,土木工程系,广西,桂林,541004
基金项目:广西自然科学基金资助项目(佳科自0447095);广西区教育厅科研项目(佳教科研[2004]20)
摘    要:考虑钢管混凝土柱在轴向荷载作用下,研究钢管与混凝土柱芯间的相互作用,导出了两者之间的紧箍力以及柱芯受荷与钢管径向位移的计算公式并进行了实例计算,结果表明:紧箍力与材料的弹性常量有关,与所受荷载成正比;钢管的径向位移与荷载成正比;钢管混凝土柱的截面越小,紧箍力所起的作用越大,钢管径向位移也越大.

关 键 词:钢管混凝土柱  柱芯  应力  位移  紧箍力
文章编号:1006-544X(2005)04-0473-03
收稿时间:2005-07-17
修稿时间:2005年7月17日

Analysis of Stress and Displacement of Concrete-Filled Tubular Steel (CFTS) Columns
CAI Rong,LI Wen-xing.Analysis of Stress and Displacement of Concrete-Filled Tubular Steel (CFTS) Columns[J].Journal of Guilin University of Technology,2005,25(4):473-475.
Authors:CAI Rong  LI Wen-xing
Affiliation:Department of Civil Engineering , Guilin University of Technology, Guilin 541004, China
Abstract:The article analyzes the interaction between the steel tube and the concrete core of the Concrete-Filled Tubular Steel(CFTS) column when loaded from the axis,and worked out the formulas of tightening-ring force between the two sides,and the formulas of the load applied to the column core and the radial displacement of the steel tube.Sample calculation is conducted.The conclusion indicates: tightening-ring force is related to elastic constant of the material,and keeps direct ratio with the load.The radial displacement of the steel tube keeps direct ratio with the load.Heavier tightening-ring force and smaller CFTS column section results in bigger radial displacement of the steel tube.
Keywords:CFTS columns  column core  stress  displacement  tightening-ring force
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号