Behaviour of innovative stub columns utilising mild-steel plates and stainless steel tubes at ambient and elevated temperatures

被引:16
|
作者
Heidarpour, Amin [1 ]
Cevro, Sanel [1 ]
Song, Qian-Yi [1 ]
Zhao, Xiao-Ling [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
关键词
Stainless steel tube; Mild steel plates; Fabricated stub column; Finite element modelling; Elevated temperatures; SLENDERNESS LIMITS; TUBULAR COLUMNS; FIRE; PERFORMANCE; TESTS;
D O I
10.1016/j.engstruct.2013.09.048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper explores the behaviour of square and triangular fabricated stub columns consisting of Grade 316L stainless steel tubes and Grade 350 mild steel plates at ambient and elevated temperatures. The nominal dimensions of the stainless steel tubes were 31.8 and 38.1 mm diameters with 2 and 1.6 mm thicknesses, respectively. The plates had widths of 120 and 400 mm and a 3 mm thickness. Utilising all combinations of geometries, a variety of the fabricated stub columns were experimentally tested and their behaviour were compared with conventional square or triangular welded hollow sections utilising mild steel plates as well as single tubes. The experimental tests at elevated temperatures followed ISO834 curve and were performed under 70% of the column capacity given by the experimental tests performed at ambient state. The proposed fabricated sections defined above outperformed the conventional welded hollow columns under both room temperature and elevated temperature circumstances. The ductility of the sections was also increased by utilising stainless steel tubes. Furthermore, the results obtained from the experimental tests were compared with those given by finite element modelling whereas the accurate prediction of the failure modes was demonstrated. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:416 / 427
页数:12
相关论文
共 50 条
  • [1] Behaviour of stub columns utilising mild-steel plates and VHS tubes under fire
    Heidarpour, Amin
    Cevro, Sanel
    Song, Qian-Yi
    Zhao, Xiao-Ling
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 95 : 220 - 229
  • [2] Behaviour and design of duplex stainless steel CHS stub columns at elevated temperature
    Mohammed, Asif
    Cashell, Katherine A.
    ce/papers, 2021, 4 (2-4) : 1663 - 1670
  • [3] Experimental investigation of square stainless steel tubular stub columns after elevated temperatures
    He, Kang
    Chen, Yu
    Han, Shaohua
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 159 : 397 - 414
  • [4] Experimental investigation of austenitic stainless steel I-section stub columns at elevated temperatures
    Xing, Zhe
    Jiang, Mingsheng
    San, Bingbing
    Wu, Kaidong
    THIN-WALLED STRUCTURES, 2023, 184
  • [5] Behaviour of constructional stainless steel at elevated temperatures
    College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China
    不详
    Zhejiang Daxue Xuebao (Gongxue Ban), 2008, 11 (1983-1989):
  • [6] Experimental and numerical studies of austenitic stainless steel CHS stub columns after exposed to elevated temperatures
    He, An
    Liang, Yating
    Zhao, Ou
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 154 : 293 - 305
  • [7] Behaviour of recycled aggregate concrete filled stainless steel stub columns
    Tam, Vivian W. Y.
    Wang, Zhi-Bin
    Tao, Zhong
    MATERIALS AND STRUCTURES, 2014, 47 (1-2) : 293 - 310
  • [8] Behaviour of recycled aggregate concrete filled stainless steel stub columns
    Vivian W. Y. Tam
    Zhi-Bin Wang
    Zhong Tao
    Materials and Structures, 2014, 47 : 293 - 310
  • [9] Behaviour of austenitic stainless steel bolts at elevated temperatures
    Wang, Hui
    Hu, Ying
    Wang, Xing-Qiang
    Tao, Zhong
    Tang, Sheng-Lin
    Pang, Xiao-Ping
    Chen, Yohchia Frank
    ENGINEERING STRUCTURES, 2021, 235
  • [10] Experimental investigation of square concrete filled stainless steel tubular stub columns after exposure to elevated temperatures
    Chen, Yu
    He, Kang
    Han, Shaohua
    Wei, Jiangang
    THIN-WALLED STRUCTURES, 2018, 130 : 12 - 31