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轻骨料混凝土圆形截面偏心受压构件正截面承载力的理论分析
引用本文:刘晓红.轻骨料混凝土圆形截面偏心受压构件正截面承载力的理论分析[J].洛阳工业高等专科学校学报,2005,15(4):27-29,82.
作者姓名:刘晓红
作者单位:洛阳工业高等专科学校,河南,洛阳,471003
摘    要:根据轻骨料混凝土材料非线性的应力-应变关系,采用非线性分析的方法,对圆形截面的钢筋轻骨料混凝土偏心受压构件的正截面承载力做了全过程理论分析,建立了圆形截面偏心受压构件正截面承载力数值迭代的基本方程,同时也为简化计算方法提供了理论依据。

关 键 词:轻骨料混凝土  圆形截面  偏压构件  正截面承载力  非线性分析
文章编号:1008-8814(2005)04-0027-03
收稿时间:2005-09-16
修稿时间:2005年9月16日

Theoretical Analysis on Bearing Ability of The Cross Section of Light Weight Aggregate Concrete Circular Section Members Under Eccentric Loads
LIU Xiao-hong.Theoretical Analysis on Bearing Ability of The Cross Section of Light Weight Aggregate Concrete Circular Section Members Under Eccentric Loads[J].Journal of Luoyang Technology College,2005,15(4):27-29,82.
Authors:LIU Xiao-hong
Abstract:According to the practical stress and strain relations of Lightweight aggregate concrete, with the method of nonlinear analysis, a complete course of theoretical analysis for the bearing ability of the cross section of Lightweight aggregate concrete circular section members under eccentric loads has been made. And the basic equation of value iteration on the bearing ability of the cross section of circular section members under eccentric loads has been established, which offers the theoretical analysis for simplified calculation.
Keywords:Lightweight aggregate concrete  Circular section  Eccentric compression  Bearing ability of the cross section  Nonlinear analysis
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