Nonlinear numerical study of cold-formed lipped channel beam-columns

doi:10.4028/www.scientific.net/AMR.919-921.183

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Nonlinear numerical study of cold-formed lipped channel beam-columns
	Chen, Ming; Feng, Zhi Bin; Zhou, Zhou; Wang, Ya Long; Zhang, Qiang
	2014
会议日期	March 15, 2014 - March 16, 2014
会议地点	Guangzhou, China
关键词	Materials Materials science Beam-columns Buckling mode Finite element programs Lipped channels Nonlinear numerical study
卷号	919-921
DOI	10.4028/www.scientific.net/AMR.919-921.183
页码	183-187
英文摘要	Cold-formed lipped channel sections may fail in local, distortional and overall buckling under compression. With the development of computer technology, finite element analyses of these sections play increasing important roles in engineering practice for economic design and time-saving purpose. A kind of typical cold-formed lipped channel beam-column with varying load eccentricity was analyzed in this paper by using the finite element program of ANSYS to observe the buckling modes and load carrying capacities of the columns. All the results can be the reference for further studies. © (2014) Trans Tech Publications, Switzerland.
会议录	Advanced Materials Research
会议录出版者	Trans Tech Publications
语种	英语
ISSN号	10226680
内容类型	会议论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/117268]
专题	土木工程学院企业单位划归国资委人员
作者单位	School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, China
推荐引用方式 GB/T 7714	Chen, Ming,Feng, Zhi Bin,Zhou, Zhou,et al. Nonlinear numerical study of cold-formed lipped channel beam-columns[C]. 见:. Guangzhou, China. March 15, 2014 - March 16, 2014.