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变截面压杆稳定非线性微分方程边值问题的最优化算法研究
引用本文:侯祥林,胡建强,卢宏峰,王春刚. 变截面压杆稳定非线性微分方程边值问题的最优化算法研究[J]. 计算力学学报, 2017, 34(2): 137-142. DOI: 10.7511/jslx201702002
作者姓名:侯祥林  胡建强  卢宏峰  王春刚
作者单位:1. 沈阳建筑大学 机械工程学院,沈阳,110168;2. 中国建筑东北设计研究院有限公司,沈阳,110006;3. 沈阳建筑大学 土木工程学院,沈阳,110168
基金项目:国家自然科学基金(51008200);辽宁省自然科学基金(2015020129)资助项目
摘    要:针对任意约束类型的变截面受压杆件的稳定临界载荷计算问题,结合非线性微分方程数值算法和最优化方法,以起点边界的初始条件、待求临界荷载和附加约束力为设计变量;以终点边值条件满足的函数关系与位型条件构建目标函数,提出变截面压杆临界载荷和稳定位型的优化求解算法。应用VB编制通用的优化计算程序,分析了典型算例;通过对比发现,本文以较少设计变量实现了临界载荷的高精度计算,为工程应用提供参考。

关 键 词:压杆稳定  非线性微分方程边值问题  优化算法  临界载荷  位型
收稿时间:2016-06-26
修稿时间:2016-08-05

Optimization algorithm of boundary value problem of stable nonlinear differential equation for variable cross-section compression bar
HOU Xiang-lin,HU Jian-qiang,LU Hong-feng,WANG Chun-gang. Optimization algorithm of boundary value problem of stable nonlinear differential equation for variable cross-section compression bar[J]. Chinese Journal of Computational Mechanics, 2017, 34(2): 137-142. DOI: 10.7511/jslx201702002
Authors:HOU Xiang-lin  HU Jian-qiang  LU Hong-feng  WANG Chun-gang
Affiliation:School of Mechanical Engineering, Shenyang Jianzhu University, Shenyang 110168, China,School of Mechanical Engineering, Shenyang Jianzhu University, Shenyang 110168, China,China Northeast Architectural Design & Research Institute Co. Ltd, Shenyang 110006, China and School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
Abstract:For computation of critical load of variable cross-section compression bar under all types of constraints, numerical algorithms for nonlinear differential equation are combined with optimization methods. Taking initial condition of the starting point boundary, unknown critical load and additional constraint force as design variables, terminal boundary value condition and buckling position condition as objective function, an optimization algorithm for critical load and stable buckling deformation of variable cross-section compression bar is proposed. Visual Basic is used to develop a universal computing program. Typical examples are analyzed. Comparison shows that critical load is computed with high precision and the method can be applied in engineering.
Keywords:compression bar stability  boundary value problem nonlinear differential equation  optimization algorithm  critical load  buckling position
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