CFDST stub columns subjected to large deformation axial loading

被引：131
作者：
Zhao, Xiao-Ling [1 ]
Tong, Le-Wei [2 ]
Wang, Xing-Yi [2 ]
机构：
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
来源：
ENGINEERING STRUCTURES | 2010年 / 32卷 / 03期
关键词：
CFDST; Stub columns; Steel hollow section; Large deformation; CIRCULAR STEEL TUBES; SKIN SHS INNER; CYLINDRICAL-SHELLS; SANDWICH TUBE; BEAM-COLUMNS; CHS INNER; BEHAVIOR; OUTER; TESTS; PERFORMANCE;
D O I：
10.1016/j.engstruct.2009.11.015
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper reports a series of tests on CFDST (concrete-filled double skin tube) stub columns subjected to large deformation axial loading. Both the outer and inner tubes are circular hollow sections (CHS) with a diameter-to-thickness ratio ranging from 19 to 96. It was found that CFDST significantly improved the behaviour of CHS in terms of failure modes, load carrying capacity and energy absorption. Multiple folds were formed in CFDST under large deformation axial loading. The load drop during cyclic loading was found to be insignificant (about 20 to 30%). The behaviour after the cyclic loading was influenced by the stage of the cyclic loading and the D/t ratio. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码：692 / 703
页数：12
相关论文
共 37 条
  • [1] AIJ, 1997, Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures
  • [2] Strengthening metallic cylindrical shells against elephant's foot buckling with FRP
    Batikha, M.
    Chen, J. F.
    Rotter, J. M.
    Teng, J. G.
    [J]. THIN-WALLED STRUCTURES, 2009, 47 (10) : 1078 - 1091
  • [3] Cyclic behaviour of concrete filled steel tubular column to steel beam connections
    Beutel, J
    Thambiratnam, D
    Perera, N
    [J]. ENGINEERING STRUCTURES, 2002, 24 (01) : 29 - 38
  • [4] Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending
    Elchalakani, M
    Zhao, XL
    Grzebieta, R
    [J]. ENGINEERING STRUCTURES, 2004, 26 (14) : 2125 - 2135
  • [5] Tests of cold-formed circular tubular braces under cyclic axial loading
    Elchalakani, M
    Zhao, XL
    Grzebieta, R
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2003, 129 (04) : 507 - 514
  • [6] Tests on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression
    Elchalakani, M
    Zhao, XL
    Grzebieta, R
    [J]. THIN-WALLED STRUCTURES, 2002, 40 (05) : 415 - 441
  • [7] Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending
    Elchalakani, Mohamed
    Zhao, Xiao-Ling
    [J]. ENGINEERING STRUCTURES, 2008, 30 (02) : 287 - 299
  • [8] Variable amplitude cyclic pure bending tests to determine fully ductile section slenderness limits for cold-formed CHS
    Elchalakani, Mohamed
    Zhao, Xiao-Ling
    Grzebieta, Raphael
    [J]. ENGINEERING STRUCTURES, 2006, 28 (09) : 1223 - 1235
  • [9] *EUR COMM STAND, 2004, 1994112004 EN EUR CO
  • [10] Seismic demand predictions of concrete-filled steel box columns
    Ge, HB
    Susantha, KAS
    Satake, Y
    Usami, T
    [J]. ENGINEERING STRUCTURES, 2003, 25 (03) : 337 - 345
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