节点文献

外贴碳纤维布加固钢筋混凝土梁试验研究

Experimental study on strengthening RC beams with externally bonded carbon fiber reinforced polymer sheets

  • 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】 柯敏勇金初阳陈红卫刘海祥

【Author】 KE Min-yong~1, JIN Chu-yang~2, CHEN Hong-wei~3, LIU Hai-xiang~2(1.College of Civil Engineering, Hohai Univ., Nanjing 210098, China;2. Materials and Structural Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China;(3.Shanghai) Zhongqian Uni-based Engineering Co.LTD.,Shanghai 201515,China)

【机构】 河海大学土木工程学院南京水利科学研究院材料结构研究所上海中钱联合基础工程有限公司南京水利科学研究院材料结构研究所 江苏南京 210098江苏南京 210029上海 201515江苏南京 210029

【摘要】 采用试验和有限元分析相结合的方法,分析了外贴CFRP布加固梁的承载能力、变形特性、破坏形式和CFRP布加固承载机理.研究表明:外贴CFRP布加固能有效地提高钢筋混凝土梁的承载能力;CFRP布加固梁的刚度随CFRP布粘贴层数的增加而增加;CFRP布的高强特性在受拉钢筋应力水平较高时发挥得较充分;CFRP布加固不仅可以提高钢筋混凝土梁的承载能力,而且可以大幅度地提高其安全储备.

【Abstract】 Carbon fiber reinforced polymer (CFRP) sheets are being successfully used for strengthening of existing reinforced concrete (RC) structures. The bearing capacity, deflection characteristic, failure mode of strengthened RC beams and mechanism of CFPR sheets in strengthening of RC structures were analyzed by use of beam test and FEM. The results indicate that the adoption of CFRP sheets can effectively improve the bearing capacity of beams, and that the stiffness of strengthened beams increases with the number of layers of CFRP sheets. Besides, the high strength of CFRP sheets can be fully played at high stress stage of steel bars and can greatly improve the safety margin of RC beams.

  • 【文献出处】 水利水电科技进展 ,Advances In Science and Technology of Water Resources , 编辑部邮箱 ,2005年02期
  • 【分类号】TU375.1
  • 【被引频次】11
  • 【下载频次】100
节点文献中: 

本文链接的文献网络图示:

本文的引文网络