KOITER ASYMPTOTIC ANALYSIS OF THIN-WALLED COLD-FORMED STEEL MEMBERS

被引：7
|
作者：
Ungureanu, Viorel [1 ,2 ]
Dubina, Dan [1 ,2 ]
Crisan, Andrei [1 ]
Madeo, Antonio [3 ]
Zagari, Giuseppe [3 ]
Zucco, Giovanni [3 ]
Zinno, Raffaele [3 ]
机构：
[1] Politehn Univ Timisoara, Dept Steel Struct & Struct Mech, Fac Civil Engn, Timisoara, Romania
[2] Romanian Acad, Timisoara Branch, Lab Steel Struct, Timisoara, Romania
[3] Univ Calabria, MODELING Dept, Cosenza, Italy
来源：
ACTA MECHANICA ET AUTOMATICA | 2015年 / 9卷 / 04期
关键词：
Koiter Asymptotic Approach; Instability Problems; Thin-Walled Cold-Formed Steel Members; Imperfection Sensitivity Analysis; Monte Carlo;
D O I：
10.1515/ama-2015-0039
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
An imperfection sensitivity analysis of cold-formed steel members in compression is presented. The analysis is based on Koiter's approach and Monte Carlo simulation. If the modes interaction is correctly accounted, than the limit load and the erosion of critical buckling load can be easily evaluated. Thousands of imperfection can be analysed with very low computational cost and an effective statistical evaluation of limit performance can be carried out. The analysis is done on pallet rack uprights in compression, based on an intensive experimental study carried out at the Politehnica University of Timisoara.
引用
收藏
页码：245 / 251
页数：7
相关论文
共 50 条
  • [1] Koiter Asymptotic Analysis of Thin-walled Cold-formed Steel Uprights Pallet Racks
    Ungureanu, V.
    Madeo, A.
    Zagari, G.
    Zucco, G.
    Dubina, D.
    Zinno, R.
    STRUCTURES, 2016, 8 : 286 - 299
  • [2] Recent research on stability analysis of thin-walled cold-formed steel members
    Dubina, D.
    Goina, D.
    Georgescu, M.
    Ungureanu, V.
    Zaharia, R.
    Journal of Constructional Steel Research, 1998, 46 (1-3): : 172 - 173
  • [3] Behaviour of Thin-Walled Cold-Formed Steel Members in Eccentric Compression
    Ungureanu, Viorel
    Kotelko, Maria
    Borkowski, Lukasz
    Grudziecki, Jan
    COMPUTER METHODS IN MECHANICS (CMM2017), 2018, 1922
  • [4] Comparative analysis of stiffening style of cold-formed thin-walled channel steel members
    Zhao, Yin-hai
    Sun, Guo-jun
    Lu, Lu
    Zhu, Jue
    2015 7th International Conference on Modelling, Identification and Control (ICMIC), 2014, : 549 - 554
  • [5] Interactive buckling of thin-walled cold-formed members
    Dubina, D
    Szabo, IF
    Ungureanu, V
    ADVANCES IN STRUCTURES, VOLS 1 AND 2, 2003, : 317 - 323
  • [6] Plastic mechanisms of thin-walled cold-formed steel members in eccentric compression
    Ungureanu, Viorel
    Kotelko, Maria
    Karmazyn, Anna
    Dubina, Dan
    THIN-WALLED STRUCTURES, 2018, 128 : 184 - 192
  • [7] PLASTIC MECHANISMS FOR THIN-WALLED COLD-FORMED STEEL MEMBERS IN ECCENTRIC COMPRESSION
    Ungureanu, Viorel
    Kotelko, Maria
    Grudziecki, Jan
    ACTA MECHANICA ET AUTOMATICA, 2016, 10 (01) : 33 - 37
  • [8] Thin-walled cold-formed compressed steel members and the problem of initial imperfections
    Al Ali, M.
    Tomko, M.
    Demjan, I.
    Kvocak, V.
    STEEL STRUCTURES AND BRIDGES 2012 - 23RD CZECH AND SLOVAK INTERNATIONAL CONFERENCE, 2012, 40 : 8 - 13
  • [9] Cold-formed thin-walled steel structures in fire
    Anon
    Structural Engineer, 2002, 80 (19):
  • [10] THIN-WALLED, COLD-FORMED STEEL COMPOSITE BEAMS
    NGUYEN, RP
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (10): : 2936 - 2952
12345