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碳纤维布加固混凝土梁截面刚度计算及计算机模型
引用本文:张学礼,贾瑞强,尹显南. 碳纤维布加固混凝土梁截面刚度计算及计算机模型[J]. 工业建筑, 2006, 36(Z1): 1042-1045
作者姓名:张学礼  贾瑞强  尹显南
作者单位:昆明理工大学,国土资源学院,650224
摘    要:在分析碳纤维布加固后混凝土梁截面刚度变化规律的基础上,采用解析分析方法,较系统地建立了碳纤维布加固混凝土梁各种受力状态的截面刚度的简化计算公式并用计算机进行模拟。该公式与《碳纤维片材加固混凝土结构技术规程》[1]相配套,有利于完善加固工程设计。

关 键 词:碳纤维布  加固  混凝土梁刚度  变形条件  本构关系  平衡条件
修稿时间:2005-12-20

CALCULATION OF THE RIGIDITY OF STRENGTHENING REINFORCED CONCRETE BEAM STRENGTHENED WITH CARBON FIBER SHEET
Zhang Xueli,Jia Ruiqiang,Yin Xiannan. CALCULATION OF THE RIGIDITY OF STRENGTHENING REINFORCED CONCRETE BEAM STRENGTHENED WITH CARBON FIBER SHEET[J]. Industrial Construction, 2006, 36(Z1): 1042-1045
Authors:Zhang Xueli  Jia Ruiqiang  Yin Xiannan
Abstract:Based on analyzing the law of the rigidity change of reinforced concrete beam strengthened with carbon fiber sheet(CFS),it is systematically set up the simplified formulas of the rigidity of reinforced concrete beam strengthened with CFS with various loadsby the analytic method.Meanwhile,these formulas arerelated to "The Technical Code of Strengthening Reinforced Concrete with Carbon Fiber Sheet" which are convenient to perfect the design of strengthening projects.
Keywords:carbon fiber cloth reinforcing rigidity of concrete beam deformation condition constitutive relations equilibrium conditions
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