广东石油化工学院学报Issue(3)：66-69,4.
双力矩作用下薄壁梁变形的数值分析
Numerical Analysis of Deformation for Thin -walled Beams Acted by Bimoments
张年文1
作者信息
- 1. 广东石油化工学院建筑工程学院，广东茂名25000
- 折叠
摘要
Abstract
By using the solid elements of finite element methods ,the deformations of the cross-sections for thin-walled cantilever beams are analyzed by the application of bimoments at the free end .The numerical results show that :for the open thin-walled beam acted by bi-moment ,the deformation of cross-section is the rotation of the cross -section ,and the relative deformation of the cross -section is very small ,which accords with Vlasov’s rigid contour assumption ,and numerical results agree well with the Vlasov ’s theoretical results .For closed thin-walled cantilever beam acted by bimoments at the free end ,most of the deformation for cross-section is distortion of the cross-section ,and the rotation of cross-section is small ,and the assumption of rigid contour is not true from the numerical results .关键词
双力矩/薄壁梁/闭口薄壁截面/开口薄壁截面Key words
Bimoment/Thin-walled beam/Open thin-walled cross section/Closed thin-walled cross section分类
建筑与水利引用本文复制引用
张年文..双力矩作用下薄壁梁变形的数值分析[J].广东石油化工学院学报,2014,(3):66-69,4.
