节点文献

碳纤维布加固混凝土内压管道承载力计算方法研究

Research on calculating method for bearing capacity of concrete penstock structure strengthened with CFS

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 卢亦焱周婷易越磊史健勇

【Author】 LU Yi-yan~(1,2), ZHOU Ting~1, YI Yue-lei~1, SHI Jian-yong~1 (1.School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China; 2.Department of Civil Engineering, Dalian University of Technology ,Dalian 116023, China)

【机构】 武汉大学土木建筑工程学院武汉大学土木建筑工程学院 湖北武汉 430072大连理工大学土木系辽宁大连 116023湖北武汉 430072湖北武汉 430072

【摘要】 首次通过14个素混凝土和14个钢筋混凝土环状试件外粘碳纤维布加固性能试验,研究了碳纤维布加固混凝土内压圆管的力学性能.试验表明,用碳纤维布加固混凝土内压管可以显著地提高极限承载力,明显地改善构件延性,能够获得良好性能.通过试验研究,提出了实用的承载力计算公式.理论计算结果和试验结果吻合较好,表明计算公式具有较好的适用性,可以为工程应用提供参考.

【Abstract】 Strengthened with carbon fiber sheets(CFS), fourteen plain concrete circle specimens and fourteen reinforce concrete circle specimens are tested. The performing characteristics and confinement mechanism of these concrete circle specimens were researched and analyzed in detail. The experiment shows that concrete penstock structure reinforced by carbon fiber sheets(CFS) is an effective measure which can increase the ultimate strength and improve stiffness and ductibility of the specimens. A kind of new method for calculating bearing capacity of concrete penstock structure confined with carbon fiber reinforced plastic is put forward through analyzing the experimental results. The results of the new method are in good agreement with the experimental ones. The results can give reference to application.

【基金】 湖北省重点科学技术发展计划资助项目(20001P2104);中国博士后科学基金资助项目.
  • 【文献出处】 武汉大学学报(工学版) ,Journal of Wuhan University of Hydraulic and Electric Engineering , 编辑部邮箱 ,2003年06期
  • 【分类号】TU375
  • 【被引频次】3
  • 【下载频次】99
节点文献中: 

本文链接的文献网络图示:

本文的引文网络