Tensile behaviour of concrete-filled double-skin steel tubular members

被引:55
|
作者
Li, Wei [1 ]
Han, Lin-Hai [1 ]
Chan, Tak-Ming [2 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[2] Univ Warwick, Sch Engn, Coventry CV4 7AL, W Midlands, England
基金
中国国家自然科学基金;
关键词
Concrete-filled double skin steel tube (CFDST); Concentric tension; Eccentric tension; Experiment; Ultimate strength; CFDST BEAM-COLUMNS; STUB COLUMNS; PERFORMANCE; INNER; TUBES;
D O I
10.1016/j.jcsr.2014.03.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete-filled double-skin steel tube (CFDST) a type of steel-concrete composite section which has two concentrically placed steel tubes and concrete filled in between. The CFDST members inherit the advantages of traditional concrete-filled steel tubes and are relatively lighter. They have been used in electric poles and have great potential in other types of structures. This paper in particular presents an experimental study on the concentrically and eccentrically loaded CFDST tensile members. The test parameters include the load eccentricity, the hollow ratio and the nominal steel ratio of the cross section. It is found that the filled concrete works efficiently with the double steel tubes, and provides additional support to the steel tubes under tension. All eccentrically loaded CFDST tensile members exhibit ductile behaviour with end rotation exceeding 0.1 rad. Design calculations are also assessed. The results indicate that the existing design proposal for CFDST tensile member has to be improved. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:35 / 46
页数:12
相关论文
共 50 条
  • [1] Fire resistance of square double-skin concrete-filled steel tubular columns and concrete-filled double steel tubular columns
    Zhu, Hongjie
    Ahmed, Mizan
    Li, Chenliu
    Kong, Xiao
    Chen, Shicai
    Yang, Qingtian
    Ghazali, Habibah
    Liang, Qing Quan
    [J]. ENGINEERING STRUCTURES, 2024, 319
  • [2] Numerical investigation on the performance of concrete-filled double-skin steel tubular members under tension
    Li, Wei
    Han, Lin-Hai
    Chan, Tak-Ming
    [J]. THIN-WALLED STRUCTURES, 2014, 79 : 108 - 118
  • [3] Experimental and numerical study on shear behaviour of concrete-filled double-skin steel tubular structures
    Ding, Ran
    Bai, Hao-hao
    Sun, Yun-lun
    Chen, Yan
    Fan, Jian-sheng
    [J]. ENGINEERING STRUCTURES, 2024, 303
  • [4] Torsional behaviour of tapered concrete-filled double-skin steel tubular columns with large hollow ratios
    Deng, Ran
    Zhou, Xu-Hong
    Wen, Hao
    Li, Rong-Fu
    Ji, Wei-Dong
    Wang, Yu-Hang
    Ren, Wei
    [J]. THIN-WALLED STRUCTURES, 2023, 183
  • [5] Concrete-filled double-skin tubular columns under fire
    Yang, Y. F.
    Han, L. -H.
    [J]. MAGAZINE OF CONCRETE RESEARCH, 2008, 60 (03) : 211 - 222
  • [6] Investigation of Concrete-Filled Double-Skin Steel Tubular Columns with Ultrahigh-Strength Steel
    Hsiao, Po-Chien
    Hayashi, K. Kazuhiro
    Nishi, Ryousuke
    Lin, Xu-Chuan
    Nakashima, Masayoshi
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2015, 141 (07)
  • [7] Fire resistance of restrained circular concrete-filled double-skin steel tubular columns
    Zheng, Yong-Qian
    Liang, Wang-Geng
    Zhang, Xue-Li
    [J]. MAGAZINE OF CONCRETE RESEARCH, 2022, 74 (11) : 557 - 571
  • [8] Compression-torsion behavior of tapered concrete-filled double-skin steel tubular members with large hollow ratio
    Deng, Ran
    Zhou, Xuhong
    Wang, Yuhang
    Ji, Weidong
    Wen, Hao
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2024, 45 (03): : 136 - 147
  • [9] Experimental and Numerical Investigation of Concrete-Filled Double-Skin Steel Tubular Column for Steel Beam Joints
    Zhang, Dongfang
    Zhao, Junhai
    Zhang, Yufen
    [J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2018, 2018
  • [10] Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members
    Li, Minglun
    Ren, Qingxin
    Wang, Qinghe
    Ding, Jinan
    [J]. STRUCTURES, 2024, 60