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Euler杆大挠度屈曲解析逼近解的构造

李鹏松1, 孙维鹏2   

  1. 1. 东北电力大学 理学院, 吉林 吉林 132012; 2. 吉林大学 数学学院, 长春 130012
  • 收稿日期:2008-03-05 修回日期:1900-01-01 出版日期:2009-01-26 发布日期:2009-01-26
  • 通讯作者: 孙维鹏

Construction of Analytical Approximate Solutions to Buckling ofEuler’s Column with Large Deflection

LI Pengsong1, SUN Weipeng2   

  1. 1. College of Sciences, Northeast Dianli University, Jilin 132012, Jilin Province, China;2. College of Mathematics, Jilin University, Changchun 130012, China
  • Received:2008-03-05 Revised:1900-01-01 Online:2009-01-26 Published:2009-01-26
  • Contact: SUN Weipeng

摘要: 基于Euler杆大挠度屈曲的控制方程, 构造了屈曲载荷 及最大挠度的高精度解析逼近解. 利用Maclaurin展开和Chebyshev多项式将控制方程中的正弦项用三次多项式近似代替, 得到一个Duffing型方程, 再将牛顿法与谐波平衡法相结合解对应的Duffing方程, 从而给出Euler杆大挠度屈曲的解析逼近解. 求解过程中只需解线性方程组即可构造出屈曲载荷及最大挠度的解析逼近公式. 几乎在自变量的全部取值范围内, 给出的公式都有较高的逼近精度.

关键词: 屈曲, 大挠度, 解析逼近, 牛顿谐波平衡法

Abstract: Based on the governing equation of buckling of the Euler’s column with large deflection, analytical approximate solutions to the buckling load and the largest deflection of the column have been established. First, the sine term that appears in the governing equation is replaced with a polynomial of degree 3 by means of the Maclaurin series expansion and the Chebyshev polynomial approximation. Subsequently, the resulting Duffing equation is approximately solved by combing the Newton’s method with the method of harmonic balance. The method yields simple linear algebraic equations instead of nonlinear algebraic equations without analytical solution. The new analytical approximations for the buckling load and the largest deflection of the Euler’s column show an excellent agreement with the numerically exact ones, and are valid over nearly the whole range of the independent variable.

Key words: buckling, large deflection, analytical approximation, Newtonharmonic balance method

中图分类号: 

  • O343.9