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开口截面薄壁杆件畸变效应的分析
引用本文:魏大春,李慧剑.开口截面薄壁杆件畸变效应的分析[J].燕山大学学报,2000,24(2):168-170.
作者姓名:魏大春  李慧剑
作者单位:燕山大学土木工程与力学系,秦皇岛,066004
摘    要:对一类较简单的开口截面薄壁杆件讨论在扭转荷载作用下的截面变形问题。采用基于势能变分原理的半离散解法,分析过程中放弃了古典薄壁杆理论的两个基本假设,同时描述剪力滞后和畸变两种现象。杆件横截面的翘曲位移采用转换的B3样条函数插值,并增加了畸变能项。通过变分原理,可导出控制微分方程和自然边界条件。算例结果表明,对开口截面薄壁杆件,Vlasov的第一个假设精确成立。本文结论对箱梁之类复杂截面薄壁杆件的精确

关 键 词:开口截面  薄壁杆件  剪力滞后  畸变效应  扭转分析

Analysis of Open Cross Section Thin Walled Bar for Distorsion Effection
Wei Dachun,Li Huijian.Analysis of Open Cross Section Thin Walled Bar for Distorsion Effection[J].Journal of Yanshan University,2000,24(2):168-170.
Authors:Wei Dachun  Li Huijian
Abstract:The paper talk about a series of open cross section thin-walled bar's twist analysis considering the cross surface geometric defomation. By abandoning the two classic assump- tion of thin-walled bar the effection of shear lag and distorsion pheomenon can be considered under the present theory in the meantime. The new interpolation function, called "transformed splinefunction", is used to simulate the longitudinal wraping displacement along the center line of cross section. The distor- sion energy is also considered. By means of the variational principle, a group ofordinary differential equations (ODES) and boundary condition (Bes) can be obtained. The numerical solution manifestS that Vlasov's first hypothesie is explict. The conclusion has guidance magnificonce to composite cross sec- tion thin walled bar such as box girder.
Keywords:open cross section  thin-walled bar  shear lag  distorsion effection  twist analysis  
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