IR
Solution for geometrically non-linear elastic deformation of simple frames by a shooting method
Li, Shi-Rong1,2; Hu, Ya-Dong2
2011
会议录名称Key Engineering Materials
卷号462-463
页码668-673
出版者Trans Tech Publications Ltd
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. © (2011) Trans Tech Publications.
关键词Boundary conditions Boundary value problems Curved beams and girders Numerical methods Ordinary differential equations Curved beams Large deflection Numerical solution Shooting methods Simple frame
DOI10.4028/www.scientific.net/KEM.462-463.668
收录类别EI
语种英语
EI入藏号20110513640468
EI主题词Nonlinear equations
ISSN10139826
来源库Compendex
分类代码408.2 Structural Members and Shapes - 921.2 Calculus - 921.6 Numerical Methods
引用统计
被引频次:1[WOS]   [WOS记录]     [WOS相关记录]
文献类型会议论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/116585
专题兰州理工大学
作者单位1.School of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu 225009, China;
2.School of Science, Lanzhou University of Technology, Lanzhou, Gansu 730050, China
第一作者单位兰州理工大学
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]:Trans Tech Publications Ltd,2011:668-673.
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