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纤维增强复合材料补强悬臂板的弯曲和振动
引用本文:陈毅,沈惠申,苏文兰.纤维增强复合材料补强悬臂板的弯曲和振动[J].上海交通大学学报,2003,37(4):562-565,573.
作者姓名:陈毅  沈惠申  苏文兰
作者单位:上海交通大学建筑工程与力学学院,上海,200030
摘    要:基于Reissner-Mindlin一阶剪切变形板理论,讨论了钢筋混凝土悬臂板在纤维增强复合材料补强情况下的弯曲及自由振动问题.采用Rayleigh-Ritz法导出了弯曲分析中的挠度和弯矩以及振动中的自振频率.数值计算结果表明,混凝土悬臂板补强后挠度减小,自振频率增大.

关 键 词:悬臂板  纤维增强复合材料  补强板  一阶剪切变形板理论  弯曲  自由振动
文章编号:1006-2467(2003)04-0562-04

Bending and Vibration of a Cantilever Plate Strengthened with Fiber Reinforced Polymer Strips
CHEN Yi,SHEN Hui shen,SU Wen lan.Bending and Vibration of a Cantilever Plate Strengthened with Fiber Reinforced Polymer Strips[J].Journal of Shanghai Jiaotong University,2003,37(4):562-565,573.
Authors:CHEN Yi  SHEN Hui shen  SU Wen lan
Abstract:An analytical numerical study was presented for the bending and vibration of RC cantilever plates strengthened with fiber\|reinforced polymer(FRP) strips. The analysis was based on Reissner Mindlin plates theory, considering the first order shear deformation effects. The Rayleigh Ritz method was used for determining the defections, bending moments and natural frequencies of the strengthened plate. The numerical results show that the FRP strip, bonded to the bottom of the RC cantilever plate, reduces the deflection but increases the natural frequency.
Keywords:cantilever plates  fiber  reinforced polymer(FRP)  strengthened plate  first order shear deformation plate theory  bending  vibration
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