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加固混凝土梁的有限元分析及优化设计
引用本文:吴辉琴,谢肖礼,王波,臧华. 加固混凝土梁的有限元分析及优化设计[J]. 广西工学院学报, 2006, 17(3): 36-40
作者姓名:吴辉琴  谢肖礼  王波  臧华
作者单位:广西大学,土木建筑工程学院,广西,南宁,530004;广西工学院,土木建筑工程系,广西,柳州,545006;广西大学,土木建筑工程学院,广西,南宁,530004
基金项目:广西自然科学基金资助项目(桂科自:0066002),广西自然科学基金资助项目(桂科自0481002)
摘    要:用有限元理论分析碳纤维增强材料(CFRP)约束混凝土梁的加固效应,并与试验结果比较,结果表明通过合理选择有限元分析数值模型,可较好地模拟CFRP布约束混凝土梁的受力性能,在此基础上进一步对CFRP约束的混凝土梁的受力进行非线性仿真分析,论证CFRP加固混凝土梁的优化设计问题。

关 键 词:CFRP加固梁  有限元  ANSYS
文章编号:1004-6410(2006)03-0036-05
收稿时间:2006-04-20
修稿时间:2006-04-20

The finite element analysis and the optimum design of strengthening reinforced concrete beams
WU Hui-qin,XIE Xiao-li,WANG Bo,ZHANG Hua. The finite element analysis and the optimum design of strengthening reinforced concrete beams[J]. Journal of Guangxi University of Technology, 2006, 17(3): 36-40
Authors:WU Hui-qin  XIE Xiao-li  WANG Bo  ZHANG Hua
Affiliation:1. School of Chemistry and Chemical Engineering, Guangxi University, Nanning 530004, China; 2. Department of Biological and Chemical Engineering, Guangxi University of Technology , Liuzhou 545006, China
Abstract:The effect of CFRP sheets in strengthening of RC beams is studied by using the theory of finite element analysis and is compared with the experimental results.The comparative results indicate that the bearing capability of CFRP sheets in strengthening of RC beams can be simulated better by selecting the right finite element model.Then,the non-linear simulated analysis of CFRP sheets in strengthening of RC beams is done further.And the optimum deign problem of CFRP sheets in strengthening of RC beams is demonstrated.
Keywords:CFRP strengthened beams  finite element  ANSYS
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