Material properties models for analysis of cold-formed steel members

被引:194
|
作者
AbdelRahman, N
Sivakumaran, KS
机构
[1] Dept. of Civ. Engrg., McMaster Univ., Hamilton
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1997年 / 123卷 / 09期
关键词
D O I
10.1061/(ASCE)0733-9445(1997)123:9(1135)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The development and accuracy of an appropriate analytical model to predict the behavior of cold-formed steel (CFS) structural members necessitate a correct representation of the corresponding material characteristics. The results of two series of experimental investigations to evaluate the mechanical properties and the built-in residual stresses of CFS sections are reported in this paper. These investigations were performed on channel-shaped CFS sections manufactured using the cold-roll forming technique. Tensile coupon tests were used to evaluate the mechanical properties at different locations such as flat area, and the corner areas, of the channel sections. Electrical resistance strain gauges with an ''electrical discharge machining'' cutting technique were used to establish the magnitudes and the distributions of residual stresses within the channel sections. Based on the experimental results, appropriate analysis models for the stress-strain relationship, the variation of the yield strength, and the residual stresses in CFS channel sections have been established. The proposed analysis models for material properties have been incorporated within a large deformation shell finite element to form an analysis model for CFS sections. The efficiency and accuracy of the proposed material properties models have been evaluated by comparing the finite-element analysis results against corresponding experimental results of CFS sections subjected to axial compressive loads.
引用
收藏
页码:1135 / 1143
页数:9
相关论文
共 50 条
  • [31] AISI LRFD METHOD FOR COLD-FORMED STEEL STRUCTURAL MEMBERS
    HSIAO, LE
    YU, WW
    GALAMBOS, TV
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (02): : 500 - 517
  • [32] Resistance factor calibration for cold-formed steel compression members
    Freitas, Marcilio S. R.
    Brandao, Andre L. R.
    Freitas, Arlene M. S.
    [J]. REM-REVISTA ESCOLA DE MINAS, 2013, 66 (02) : 233 - 238
  • [33] Design of cold-formed steel unequal angle compression members
    Young, Ben
    Ellobody, Ehab
    [J]. THIN-WALLED STRUCTURES, 2007, 45 (03) : 330 - 338
  • [34] Tests of cold-formed stainless steel tubular flexural members
    Zhou, F
    Young, B
    [J]. THIN-WALLED STRUCTURES, 2005, 43 (09) : 1325 - 1337
  • [35] Vibration behaviour of axially compressed cold-formed steel members
    Silvestre, N.
    Camotim, D.
    [J]. STEEL AND COMPOSITE STRUCTURES, 2006, 6 (03): : 221 - 236
  • [36] The mechanics of built-up cold-formed steel members
    Rasmussen, Kim J. R.
    Khezri, Mani
    Schafer, Benjamin W.
    Zhang, Hao
    [J]. THIN-WALLED STRUCTURES, 2020, 154 (154)
  • [37] Numerical modelling of cold-formed steel members at elevated temperatures
    Arrais, F.
    Lopes, N.
    Real, P. Vila
    Jandera, M.
    [J]. STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 115 - 123
  • [38] GLOBAL IMPERFECTIONS AND DIMENSIONAL VARIATIONS IN COLD-FORMED STEEL MEMBERS
    Zeinoddini, Vahid
    Schafer, Benjamin W.
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2011, 11 (05) : 829 - 854
  • [39] LRFD resistance factor for cold-formed steel compression members
    Ganesan, Karthik
    Moen, Cristopher D.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 72 : 261 - 266
  • [40] Compression members of cold-formed steel oval hollow sections
    Zhu, J. H.
    Young, B.
    [J]. TUBULAR STRUCTURES XIII, 2010, : 341 - +