EFFECT OF STRAIN RATE ON COLD-FORMED STEEL STUB COLUMNS

被引:2
|
作者
KASSAR, M [1 ]
PAN, CL [1 ]
YU, WW [1 ]
机构
[1] UNIV MISSOURI,DEPT CIVIL ENGN,ROLLA,MO 65401
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1992年 / 118卷 / 11期
关键词
D O I
10.1061/(ASCE)0733-9445(1992)118:11(3151)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The material properties of steel and the strength of steel members are affected by strain rate. To investigate this characteristic for compression members, 49 stub columns fabricated from 35XF sheet steel and 48 stub columns fabricated from 50XF sheet steel are studied experimentally and analytically under different strain rates. The strain rate ranged from 10(-5) to 0.1 in./in./sec (10(-5) to 0.1 mm/mm/s). The material properties of 35XF and 50XF sheet steels developed from previous tests are used for the evaluation of the test data obtained from the member tests using specimens fabricated from the same sheet steel. The results show that the strength of stub columns increased with the strain rate. The amount of increase is found to be dependent on the type of material, the F(u)/F(y) ratio, the width-to-thickness ratio (w/t) of the compression element, and the strain rate used in the tests. The effective width approach included in the American Iron and Steel Institute (AISI) specification for cold-formed steel members and in the AISI Automotive Steel Design Manual is utilized for the evaluation of stub column strengths using static and dynamic yield stresses corresponding to the strain rates used in the tests. It is found that better agreement can be achieved between the predicted and tested stub column strengths when using the dynamic yield stresses and considering the effect of cold work.
引用
收藏
页码:3151 / 3168
页数:18
相关论文
共 50 条
  • [31] Material properties and structural behavior of cold-formed steel elliptical hollow section stub columns
    Chen, Man-Tai
    Young, Ben
    THIN-WALLED STRUCTURES, 2019, 134 : 111 - 126
  • [32] Testing of cold-formed ferritic stainless steel stub columns: axial behaviour and design strengths
    A. R. Dar
    C. Karthik
    M. Anbarasu
    M. Adil Dar
    Innovative Infrastructure Solutions, 2021, 6
  • [33] Design of perforated cold-formed steel hollow stub columns using direct strength method
    Singh, Tekcham Gishan
    Singh, Konjengbam Darunkumar
    THIN-WALLED STRUCTURES, 2021, 168
  • [34] Behavior and design of cold-formed and hot-finished steel elliptical tubular stub columns
    Cai, Yancheng
    Quach, Wai-Meng
    Chen, Man-Tai
    Young, Ben
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 156 : 252 - 265
  • [35] Shape optimization of cold-formed steel columns
    Leng, Jiazhen
    Guest, James K.
    Schafer, Benjamin W.
    THIN-WALLED STRUCTURES, 2011, 49 (12) : 1492 - 1503
  • [36] Optimization of Cold-Formed Steel Channel Columns
    El-Taly, B. Boshra A.
    Fattouh, Mohamed
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2020, 18 (9A) : 995 - 1008
  • [37] Optimization of Cold-Formed Steel Channel Columns
    B. Boshra A. El-Taly
    Mohamed Fattouh
    International Journal of Civil Engineering, 2020, 18 : 995 - 1008
  • [38] Experiments on cold-formed steel columns with holes
    Moen, Cristopher D.
    Schafer, B. W.
    THIN-WALLED STRUCTURES, 2008, 46 (10) : 1164 - 1182
  • [39] Multiobjective optimization of cold-formed steel columns
    Madeira, J. F. A.
    Dias, Joaquim
    Silvestre, Nuno
    THIN-WALLED STRUCTURES, 2015, 96 : 29 - 38
  • [40] Stress-strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns
    Yao, Ye
    Quach, Wai-Meng
    Young, Ben
    THIN-WALLED STRUCTURES, 2022, 181