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考虑初始缺陷的结构非线性屈曲承载力分析
Determination of Nonlinear Buckling Load of Structure with Initial Imperfection
【摘要】 应用非线性稳定分析的基本原理,采用Newton-Raphson法结合弧长控制法计算结构的平衡路径,并以柱子为例,具体计算了3种不同初始几何缺陷下,构件非线性屈曲承载力的具体数值,分析了实际工程中对构件初始缺陷进行严格控制的必要性。
【Abstract】 The fundamental principle of analysis of nonlinear bulking stability is applied. The equilibrium path is obtained by using Newton-Raphson method and arc-length method. The load-carrying capacity of nonlinear bulking is calculated for a column with three types of initial imperfections, and the result indicates that the control of initial imperfection is necessary for all structures.
【关键词】 初始缺陷;
非线性屈曲;
承载力;
【Key words】 initial imperfection; nonlinear bulking; load-carrying capacity;
【Key words】 initial imperfection; nonlinear bulking; load-carrying capacity;
- 【文献出处】 江苏建筑 ,Jiangsu Construction , 编辑部邮箱 ,2009年02期
- 【分类号】TU311.2
- 【被引频次】25
- 【下载频次】540