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不同卸载时外贴CFRP加固RC梁正截面承载力计算

Design Method for Ultimate Flexural Capacity of RC Beams Strengthened with CFRP Plates for Different Unloading Conditions

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【作者】 王春苗冯振宇

【Author】 Wang Chunmiao~1,Feng Zhenyu~2 (1.Department of Communication Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043,China; 2.School of Aeronautical Mechanic and Electricity, Civil Aviation University of China, Tianjin 300300,China)

【机构】 石家庄铁道学院交通工程系中国民航学院机电分院 河北石家庄 050043天津 300300

【摘要】 依据《混凝土结构设计规范》(GBJ10-89)和《混凝土结构加固技术规范》(CECS25:90),基于平截面假定,考虑二次受力,提出了不同卸载条件下外贴碳纤维加固钢筋混凝土梁的正截面承载力计算公式及其适用条件,理论计算与试验结果比较吻合,可供工程设计参考。

【Abstract】 According to technical specification for strengthening concrete structures and design specification for concrete structures, based on the assumption of plane section, a method for calculating the ultimate capacity of reinforced concrete beam strengthened with carbon fiber reinforced plastic(CFRP) plates is proposed considering the effect of secondary loading for different unloading conditions.The calculation results agree with the experimental results. The design method can be available for reference in design.

【关键词】 混凝土梁抗弯加固CFRP
【Key words】 reinforced concrete beamflexural strengtheningCFRP
  • 【文献出处】 石家庄铁道学院学报 ,Journal of Shijiazhuang Railway Institute , 编辑部邮箱 ,2004年01期
  • 【分类号】TU375
  • 【被引频次】9
  • 【下载频次】86
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