张 鹏. 混凝土梁碳纤维加固机理力法简析[J]. 力学与实践, 2005, 27(1). DOI: 10.6052/1000-0992-2003-500
引用本文: 张 鹏. 混凝土梁碳纤维加固机理力法简析[J]. 力学与实践, 2005, 27(1). DOI: 10.6052/1000-0992-2003-500
ANALYSIS OF CONCRETE BEAM STRENTHENED WITH CARBON FIBER REINFORCED PLASTICS BY USING FORCE METHOD[J]. MECHANICS IN ENGINEERING, 2005, 27(1). DOI: 10.6052/1000-0992-2003-500
Citation: ANALYSIS OF CONCRETE BEAM STRENTHENED WITH CARBON FIBER REINFORCED PLASTICS BY USING FORCE METHOD[J]. MECHANICS IN ENGINEERING, 2005, 27(1). DOI: 10.6052/1000-0992-2003-500

混凝土梁碳纤维加固机理力法简析

ANALYSIS OF CONCRETE BEAM STRENTHENED WITH CARBON FIBER REINFORCED PLASTICS BY USING FORCE METHOD

  • 摘要: 根据碳纤维加固梁的构造、加固机理和材料性能,将粘贴在梁体下侧的碳纤维视作一系列的链杆约束,用力法求解链杆的内力,从而确定了加固梁各部分的受力关系。并提出反映受力关系的系数K进一步探讨,说明系数K具有丰富的内涵,能够反映受力关系和碳纤维的加固作用。

     

    Abstract: Based on the structure and material property of concrete beam strengthened with carbon fiber reinforced plastics (CFRP) and looked CFRP as a series of chain poles on the strengthened beam, mechanics model is built and analyzed by using the Force Method. A coefficient K is put forward and studied in this paper.

     

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