Inelastic behaviour and design of cold-formed channel sections in bending

被引：16
|
作者：
Maduliat, S. [1 ]
Bambach, M. R. [2 ]
Zhao, X. L. [1 ]
机构：
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] Univ New S Wales, IRMRC, Fac Sci, Sydney, NSW 2052, Australia
来源：
THIN-WALLED STRUCTURES | 2012年 / 51卷
关键词：
Cold-formed steel; Channels; Edge stiffeners; Bending; Design; STEEL;
D O I：
10.1016/j.tws.2011.10.011
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The aim of this paper is to investigate the inelastic bending capacity of cold-formed channel sections, and provide design rules to account for such behaviour. An extensive experimental and analytical analysis of 42 cold-formed channel sections in three different geometric categories is conducted, including simple channel sections, channel sections with simple edge stiffeners and channel sections with complex edge stiffeners. The sections were cold-formed from G450 steel with nominal thickness of 1.6 mm, and varying theoretical buckling stresses ranging between elastic to seven times the yield stress. The results of the pure bending experimental investigations show that current international cold-formed steel specifications are conservative, for channel sections with low slenderness values. The experimental results are used to propose revisions to current international cold-formed steel specifications. Crown Copyright (C) 2011 Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码：158 / 166
页数：9
相关论文
共 50 条
  • [1] Inelastic behaviour of cold-formed channel sections in bending
    Enjily, V
    Beale, RG
    Godley, MHR
    [J]. THIN-WALLED STRUCTURES: RESEARCH AND DEVELOPMENT, 1998, : 197 - 204
  • [2] An experimental investigation into cold-formed channel sections in bending
    Enjily, V
    Godley, MHR
    Beale, RG
    [J]. ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1999, : 375 - 382
  • [3] Behaviour and design of cold-formed channel columns
    Young, B
    Rasmussen, KJR
    [J]. ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1999, : 341 - 348
  • [4] Slenderness limits for cold-formed channel sections in bending by experimental methods
    Maduliat, S.
    Bambach, M. R.
    Zhao, X. L.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 76 : 75 - 82
  • [5] Development of more efficient cold-formed steel channel sections in bending
    Ye, Jun
    Hajirasouliha, Iman
    Becque, Jurgen
    Pilakoutas, Kypros
    [J]. THIN-WALLED STRUCTURES, 2016, 101 : 1 - 13
  • [6] Post-yield capacity of cold-formed channel sections in bending
    Maduliat, Soheila
    Mendis, Priyan
    Ngo, Tuan Duc
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2015, 168 (04) : 251 - 262
  • [7] Behaviour and design of cold-formed steel C-sections with cover plates under bending
    Faridmehr, Iman
    Osman, Mohd Hanim
    Tahir, Mahmood Md.
    Azimi, Mohammadamin
    Gholami, Mehran
    [J]. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2016, 16 (02) : 587 - 600
  • [8] Behaviour and design of cold-formed steel C-sections with cover plates under bending
    Iman Faridmehr
    Mohd Hanim Osman
    Mahmood Md. Tahir
    Mohammadamin Azimi
    Mehran Gholami
    [J]. International Journal of Steel Structures, 2016, 16 : 587 - 600
  • [9] Web crippling behaviour and design of cold-formed steel sections
    Janarthanan, B.
    Sundararajah, L.
    Mahendran, M.
    Keerthan, P.
    Gunalan, S.
    [J]. THIN-WALLED STRUCTURES, 2019, 140 : 387 - 403
  • [10] Inelastic Bending Capacity of Cold-Formed Steel Members
    Shifferaw, Yared
    Schafer, B. W.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2012, 138 (04): : 468 - 480
12345