NDLI: The research on hysteretic behavior of rectangular section components of cold-formed thin-wall steel

Content Provider	IEEE Xplore Digital Library
Author	Yang Na Zhong Yanan Meng Qingtong
Copyright Year	2011
Description	Author affiliation: Beijing Jiaotong University, 100044, China (Yang Na; Zhong Yanan) \|\| Beijing construction Tendering and Bidding Administration Office, 100083, China (Meng Qingtong)
Abstract	Based on stability theory and nonlinear finite element (FE) method, ANSYS finite element models (FEM) are presented, which introduce shell181 and take geometric and material nonlinear into account. The seismic behavior of rectangular section steel members under the axial compression and the bending load is investigated. The effect of length-slender ratio, width-thickness ratio of flange and web, axial-compression ratio is demonstrated, according to the enormous calculation of various parameters. The results show that the width-thickness ratio and axial-compression ratio have generous impact on component hysteretic performance. The length-slender ratio takes a great influence on the strength degradation and plastic deformation.
Starting Page	880
Ending Page	883
File Size	235945
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5775191
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Failure mechanism Energy dissipation Loading Hysteretic behavior Materials Flanges Cold-formed thin-wall rectangular section steel Skeleton Steel Finite element methods Finite element calculation
Content Type	Text
Resource Type	Article

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