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Solution for Geometrically Non-Linear Elastic Deformation of Simple Frames by A Shooting Method
Li, Shi-Rong1,2; Hu, Ya-Dong1
2011
关键词Curved beam Simple frame Large deflection Shooting method Numerical solution
卷号462-463
DOI10.4028/www.scientific.net/KEM.462-463.668
页码668-+
英文摘要Based on an exact geometric nonlinear theory for plane curved beams, geometrically nonlinear equilibrium equations and boundary conditions governing the nonlinear bending of a simple plane frame structure subjected distributed loads were derived. By using the shooting method to numerically solve the boundary value problem of nonlinear ordinary differential equations, large deformation equilibrium configurations of a simple frame with both straight and the curved beam elements subjected uniformly distributed load were obtained. The theory and methodology presented can be used to analyze large deformation of plane simple frames with a variety of geometries and loadings.
会议录FRACTURE AND STRENGTH OF SOLIDS VII, PTS 1 AND 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地KREUZSTRASSE 10, 8635 DURNTEN-ZURICH, SWITZERLAND
语种英语
资助项目Fund of Ministry of Education of China for the Supervisors of Doctorate Students[200807310002]
WOS研究方向Engineering ; Materials Science
WOS记录号WOS:000291450700115
内容类型会议论文
源URL[http://119.78.100.223/handle/2XXMBERH/37529]  
专题兰州理工大学
通讯作者Li, Shi-Rong
作者单位1.Lanzhou Univ Technol, Sch Sci, Lanzhou 730050, Peoples R China
2.Yangzhou Univ, Sch Civil Sci & Engn, Yangzhou 225009, Jiangsu, Peoples R China
推荐引用方式
GB/T 7714
Li, Shi-Rong,Hu, Ya-Dong. Solution for Geometrically Non-Linear Elastic Deformation of Simple Frames by A Shooting Method[C]. 见:.
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