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悬臂轴拉杆一阶随机分析的解析解
引用本文:苏成,范学明.悬臂轴拉杆一阶随机分析的解析解[J].力学与实践,2004,26(3):56-58.
作者姓名:苏成  范学明
作者单位:华南理工大学土木工程系,广州,510640
摘    要:针对悬臂轴拉杆在自由端受集中力问题进行了随机分析,其中考虑了轴拉杆杨氏模量的变异,在小变异情况下获得了不同相关结构与相关长度下问题的解析解,并就结果对相关结构的敏感性进行了讨论.

关 键 词:随机分析  相关结构  相关长度  解析解  悬臂轴拉杆
修稿时间:2003年3月5日

EXACT SOLUTIONS FOR FIRST-ORDER STOCHASTIC ANALYSIS OF AXIALLY-LOADED CANTILEVER BARS
SU Cheng,FAN Xueming.EXACT SOLUTIONS FOR FIRST-ORDER STOCHASTIC ANALYSIS OF AXIALLY-LOADED CANTILEVER BARS[J].Mechanics and Engineering,2004,26(3):56-58.
Authors:SU Cheng  FAN Xueming
Institution:SU Cheng,FAN Xueming Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China
Abstract:This paper presents a stochastic analysis of an axially-loaded cantilever bar with the Young's modu- lus being considered as a random field. For a small varia- tion, the stochastic governing differential equation and the boundary conditions of the problem are first decomposed into two sets of equations and conditions corresponding to a mean value problem and a deviation problem, re- spectively. According to the similarity between the above two sets of equations and conditions, analytical solutions corresponding to different covariance structures and fluc- tuation scales are then obtained. On this basis, the sensi- tivity study of the covariance functions on the structural response is carried out. It is shown that different covari- ance structures have certain effects on the stochastic re- sults, but have little influence on the solutions when the fluctuation scales are either small or large. The exact so- lutions obtained in this paper may also be used to verify the validity of other numerical methods.
Keywords:stochastic analysis  covariance structures  fluctuation scales  analytical solutions
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