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多弹性扭转支承开口薄壁杆的扭转屈曲
引用本文:吴晓,杨立军.多弹性扭转支承开口薄壁杆的扭转屈曲[J].四川建筑科学研究,2007,33(5):37-39.
作者姓名:吴晓  杨立军
作者单位:湖南文理学院土木建筑工程系,湖南,常德,415000
基金项目:湖南重点建设学科资助项目
摘    要:研究了截面形心和剪切中心重合的多弹性扭转支承开口薄壁杆在轴向压力作用下的扭转屈曲,把作用在开口薄壁杆上的弹性扭转支承去掉,代之以相应的未知扭矩,采用Laplace变换推导出了其扭转变形的位移函数,并求得了多弹性扭转支承开口薄壁杆在轴向压力作用下扭转的屈曲特征方程。

关 键 词:扭转支承  薄壁杆  屈曲
文章编号:1008-1933(2007)05-0037-03
修稿时间:2006-05-15

Torsional buckling of thin-walled open section members with multiple elastic torsional support
WU Xiao,YANG Lijun.Torsional buckling of thin-walled open section members with multiple elastic torsional support[J].Building Science Research of Sichuan,2007,33(5):37-39.
Authors:WU Xiao  YANG Lijun
Affiliation:( Dept. of Civil and Architectural Engineering, Hunan University of Arts and Science, Changde 415000,China
Abstract:It was studied that the torsional buckling of thin-walled open section members under axial load with multiple elastic torsional support whose sectional center and shear center is superposition. With conresponding unknown torsion being replaced elastic torsional supported acting on thin-walled open section members, the displacement function was gained with Laplace Transformation, then the torsional buckling characteristic function of thin-walled open section members under axial load was gained .
Keywords:torsional supported  thin-walled members  buckling
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