Solution for geometrically non-linear elastic deformation of simple frames by a shooting method

doi:10.4028/www.scientific.net/KEM.462-463.668

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	Solution for geometrically non-linear elastic deformation of simple frames by a shooting method
	Li, Shi-Rong 1,2; Hu, Ya-Dong 2
	2011
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
卷号	462-463
DOI	10.4028/www.scientific.net/KEM.462-463.668
页码	668-673
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. © (2011) Trans Tech Publications.
会议录	Key Engineering Materials
会议录出版者	Trans Tech Publications Ltd
语种	英语
ISSN号	10139826
内容类型	会议论文
源URL	[http://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
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:.