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侧向支撑压杆弹性屈曲的样条函数解法
引用本文:黄政华,张其林,季俊,周丽霞. 侧向支撑压杆弹性屈曲的样条函数解法[J]. 贵州大学学报(自然科学版), 2009, 26(3): 116-119
作者姓名:黄政华  张其林  季俊  周丽霞
作者单位:同济大学,建筑工程系,上海,200092;贵州大学,土木建筑工程学院,贵州,贵阳,550003;同济大学,建筑工程系,上海,200092;贵州大学,土木建筑工程学院,贵州,贵阳,550003
摘    要:工程结构中许多结构构件的受力可以简化为侧向弹簧支撑的压杆,应用基于样条函数的能量法求解弹簧支撑压杆的弹性屈曲临界荷载,由势能驻值原理推导了临界荷载的特征方程。算例表明,该方法未知量少,求解过程简洁,且精度较高。

关 键 词:弹簧支撑  压杆  样条函数  弹性屈曲  势能驻值原理

Spline Function Solution for the Elastic Buckling Loads of Lateral Bracing Columns
HUANG Zheng-hua,ZHANG Qi-lin,JI Jun,ZHOU Li-xia. Spline Function Solution for the Elastic Buckling Loads of Lateral Bracing Columns[J]. Journal of Guizhou University(Natural Science), 2009, 26(3): 116-119
Authors:HUANG Zheng-hua  ZHANG Qi-lin  JI Jun  ZHOU Li-xia
Affiliation:1.School of Civil Engineering;Tongji University;Shanghai 200092;China;2.College of Civil Engineering and Architecture;Guizhou University;Guiyang 550003;China
Abstract:Many components in structures can model as lateral spring bracing columns,the paper solves the elastic buckling loads of bracing columns by spline function energy method,and derive the eigenvalue equations by using the principle of stationary total potential energy.Numerical examples show that the method have the advantage of less vectors,simplify and precision.
Keywords:spring bracing  columns  spline function  elastic bucking  principle of stationary total potential energy  
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