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FRP等距环肋加强的钢管混凝土短柱的分析
引用本文:杨佑发,陈远.FRP等距环肋加强的钢管混凝土短柱的分析[J].重庆大学学报(自然科学版),2009,32(4):438-442.
作者姓名:杨佑发  陈远
作者单位:重庆大学土木工程学院,重庆,400030  
摘    要:针对FRP等距环肋加强的钢管混凝土柱,将FRP环肋与钢管间的集中线荷载展为沿轴向变化的富氏级数,将应力和位移看作一组"初等解"和一组"修正解"的叠加;"初等解"即为一般的二维理论所得的解答,而"修正解"应用勒夫(Love)位移函数法求得.并用FRP环肋与钢管表面位移连续条件,确定FRP环肋与钢管相互作用的未知线荷载,由此求得该问题的弹性理论解.通过计算实例表明,解的收敛性良好.

关 键 词:FRP等距环肋加强  钢管混凝土柱  三维弹性理论
收稿时间:2008/9/10 0:00:00

Analysis of a steel tubular column filled with equidistant fiber reinforced polymer-ring-stiffening concrete
YANG You f and CHEN Yuan.Analysis of a steel tubular column filled with equidistant fiber reinforced polymer-ring-stiffening concrete[J].Journal of Chongqing University(Natural Science Edition),2009,32(4):438-442.
Authors:YANG You f and CHEN Yuan
Institution:College of Civil Engineering;Chongqing University;Chongqing 400030;P. R. China
Abstract:Based on theory of cylinders subjected to uniform internal pressure,the mechanical performance of a steel tubular column filled with equidistant fiber reinforced polymer (FRP)-ring-stiffening concrete is investigated. The solutions for the stress and displacement are regarded as the superposition of elementary and improved solutions. The elementary solutions are found by using two-dimensional elastic theory. The improved solutions are found by using the Love displacement function method. Considering the con...
Keywords:equidistant FRP-ring-stiffened  concrete filled steel tubular column  elastic theory  
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