Nonlinear Numerical Study of Cold-Formed Lipped Channel beam-Columns

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

	Nonlinear Numerical Study of Cold-Formed Lipped Channel beam-Columns
	Chen, Ming; Feng, Zhibin; Zhou, Zhou; Wang, Yalong; Zhang, Qiang
	2014
关键词	Nonlinear numerical study Cold-formed lipped channel Beam-columns Finite element program Buckling mode
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.
会议录	ADVANCED CONSTRUCTION TECHNOLOGIES
会议录出版者	TRANS TECH PUBLICATIONS LTD
会议录出版地	LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
语种	英语
WOS研究方向	Construction & Building Technology ; Materials Science
WOS记录号	WOS:000349611200035
内容类型	会议论文
源URL	[http://119.78.100.223/handle/2XXMBERH/36704]
专题	企业单位划归国资委人员
通讯作者	Chen, Ming
作者单位	Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Gansu, Peoples R China
推荐引用方式 GB/T 7714	Chen, Ming,Feng, Zhibin,Zhou, Zhou,et al. Nonlinear Numerical Study of Cold-Formed Lipped Channel beam-Columns[C]. 见:.