Controlling Measure for Distortional Buckling of Cold-formed Thin-walled Steel Lipped Channel Members

被引:1
|
作者
Yao, Xingyou [1 ,2 ]
Yin, Jiawen [1 ]
Hu, Pengwen [1 ]
Song, Xiaoqing [1 ]
Li, Xiao [1 ]
机构
[1] Nanchang Inst Technol, Sch Civil & Architectural Engn, Nanchang 330099, Jiangxi, Peoples R China
[2] Nanchang Inst Technol, Jiangxi Prov Key Lab Hydraul & Civil Engn Infrast, Nanchang 330099, Jiangxi, Peoples R China
关键词
Cold-formed thin-walled steel member; batten sheet; partially stiffened element; distortional buckling;
D O I
10.1088/1755-1315/455/1/012016
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposed a structural measure according to add batten sheets between two lips to controlling distortional buckling of cold-formed thin-walled steel members with lipped channel section, and the effectiveness was verified through existing tests. At the same time, the stiffness requirements of batten sheets were presented. The structural measures of adding batten sheets between two lips can effectively prevent the rotation of partially stiffened elements, and the distortional buckling load and bearing capacity of the members have been greatly improved. The test shows that the batten sheets with a certain distance and stiffness can improve the bearing capacity of the member or avoid the occurrence of distortional buckling.
引用
收藏
页数:8
相关论文
共 50 条
  • [41] Distortional buckling resistance of cold-formed steel
    Igor Pierin
    Valdir Pignatta Silva
    [J]. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2015, 37 : 1163 - 1171
  • [42] Buckling behaviour of cold-formed steel sigma and lipped channel beam-column members
    Ozturk, Ferhan
    Mojtabaei, Seyed Mohammad
    Senturk, Mehmet
    Pul, Selim
    Hajirasouliha, Iman
    [J]. THIN-WALLED STRUCTURES, 2022, 173
  • [43] Plastic mechanisms of thin-walled cold-formed steel members in eccentric compression
    Ungureanu, Viorel
    Kotelko, Maria
    Karmazyn, Anna
    Dubina, Dan
    [J]. THIN-WALLED STRUCTURES, 2018, 128 : 184 - 192
  • [44] PLASTIC MECHANISMS FOR THIN-WALLED COLD-FORMED STEEL MEMBERS IN ECCENTRIC COMPRESSION
    Ungureanu, Viorel
    Kotelko, Maria
    Grudziecki, Jan
    [J]. ACTA MECHANICA ET AUTOMATICA, 2016, 10 (01) : 33 - 37
  • [45] Thin-walled cold-formed compressed steel members and the problem of initial imperfections
    Al Ali, M.
    Tomko, M.
    Demjan, I.
    Kvocak, V.
    [J]. STEEL STRUCTURES AND BRIDGES 2012 - 23RD CZECH AND SLOVAK INTERNATIONAL CONFERENCE, 2012, 40 : 8 - 13
  • [46] Distortional buckling tests of cold-formed steel compression members at elevated temperatures
    Ranawaka, Thanuja
    Mahendran, Mahen
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (02) : 249 - 259
  • [47] Buckling analysis of thin-walled cold-formed steel structural members using complex finite strip method
    Naderian, H. R.
    Ronagh, H. R.
    [J]. THIN-WALLED STRUCTURES, 2015, 90 : 74 - 83
  • [48] Distortional buckling formulae for cold-formed steel rack-section members
    Silvestre, N
    Camotim, D
    [J]. STEEL AND COMPOSITE STRUCTURES, 2004, 4 (01): : 49 - 75
  • [49] Local and distortional buckling of cold-formed steel members with edge stiffened flanges
    Schafer, BW
    Peköz, T
    [J]. LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES, 1999, : 89 - 97
  • [50] Distortional buckling loads of cold-formed lipped zed-beams
    College of Urban Construction, Zhejiang Shuren University, Hangzhou 310015, China
    不详
    [J]. Gongcheng Lixue, 1 (81-86):