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截面的剪切形状系数对杆系结构影响的随机解分析
引用本文:李小胜 李健康 赵常要. 截面的剪切形状系数对杆系结构影响的随机解分析[J]. 石河子大学学报(自然科学版), 2005, 23(6): 735-738
作者姓名:李小胜 李健康 赵常要
作者单位:兰州交通大学土木系,甘肃,兰州,730070;沙洲工学院机电系,江苏,张家港,215600
摘    要:本文将空间梁单元的刚度矩阵视为梁截面的剪切形状系数的函数,对FRAME3相关子程序进行了适当改动。使该程序计入了截面的剪切形状系数对梁变形的影响,并将剪切形状系数视为变量进行了随机处理,利用算例求出了不计、计入剪切形状系数时杆系结构的解及其对剪切形状系数的随机解,并对三者进行了比较分析。

关 键 词:剪切形状系数  杆系结构  刚度矩阵  空间梁单元  随机解
文章编号:1007-7383(2005)06-0735-04
收稿时间:2005-11-11
修稿时间:2005-11-11

Stochastic Solution Analysis Concerning the Shearing-Shape Coefficient Effects on Three-Dimensional Beam Framework
LI Xiao-sheng, LI Jian-kang, ZHAO Chang-yao. Stochastic Solution Analysis Concerning the Shearing-Shape Coefficient Effects on Three-Dimensional Beam Framework[J]. Journal of Shihezi University(Natural Science), 2005, 23(6): 735-738
Authors:LI Xiao-sheng   LI Jian-kang   ZHAO Chang-yao
Affiliation:1.Department of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China; 2. Department of Machinery and Electricity, Shazhou Engineering Institute, Zhangjiagang, Jiangsu 215600, China
Abstract:In this paper, the stiffness matrix of three-dimensional beam element is regarded as the function of the shearing-shape coefficient of beam section . In order to measure the effects of the shearing-shape coefficient on the beam framework, not only some proper modification to related subroutines of FRAME3 is made in some ways making the program involves the shearing-shape coefficient effects on beam deformation, but also the shearing-shape coefficient looked as variable is treated in stochastic way. In the mean time,using the example, three-dimensional beam structural solutions of ignoring, including the shearing-shape coefficient and the stochastic solution about the coefficient are solved. At last, we compared with them and make some conclusions.
Keywords:shearing-shape coefficient   beam-system structure   stiffness matrix   three-dimensional beam element  stochastic solution
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