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CFRP加固砼结构抗弯性能区域分析法的研究
引用本文:王荣国,刘文博,代成琴,蔡金刚,张晓晶. CFRP加固砼结构抗弯性能区域分析法的研究[J]. 武汉理工大学学报, 2002, 24(9): 37-40
作者姓名:王荣国  刘文博  代成琴  蔡金刚  张晓晶
作者单位:1. 哈尔滨工业大学
2. 黑龙江信息中心
3. 哈尔滨玻璃研究所
摘    要:采用区域分析方法对碳纤维加固混凝土梁的载荷-挠度进行求解,并运用插值法来预测加固梁不同工况下的载荷、挠度和截面刚度,了解加固梁工作全过程,为实际工程提供设计依据,实验表明,区域分析法的计算结果与试验结果基本一致。

关 键 词:CFRP 砼结构 碳纤维 加固 抗弯性能 区域分析法 混凝土梁
文章编号:1671-4431(2002)09-0037-04
修稿时间:2002-03-07

Research on Region Analysis Methodology for Flexural Performance of CFRP Reinforced Concrete
Wang Rongguo Liu Wenbo Dai Chengqin Cai Jingang Zhang Xiaojing Assoc.Prof.,School of Materials Science and Engineering,Harbin Institute of Technology,Harbin ,China.. Research on Region Analysis Methodology for Flexural Performance of CFRP Reinforced Concrete[J]. Journal of Wuhan University of Technology, 2002, 24(9): 37-40
Authors:Wang Rongguo Liu Wenbo Dai Chengqin Cai Jingang Zhang Xiaojing Assoc.Prof.  School of Materials Science  Engineering  Harbin Institute of Technology  Harbin   China.
Affiliation:Wang Rongguo Liu Wenbo Dai Chengqin Cai Jingang Zhang Xiaojing Assoc.Prof.,School of Materials Science and Engineering,Harbin Institute of Technology,Harbin 150006,China.
Abstract:Based on the region analysis method, the load deflection relationship of carbon fiber reinforced concrete beams is evaluated. The load, deflection and sectional rigidity of reinforced beams under various practical conditions are forecasted by interpolation. The understanding of the whole service process offers reference for practical engineerings. Experimental results show accordance with the calculating results based on the region analysis method.
Keywords:carbon fiber  reinforced beam  flexural performance  region analysis method
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