Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 52 Issue 9
Sep.  2022
Turn off MathJax
Article Contents
MOU Kun-ting, WEI Yang, WANG Gao-fei, DONG Feng-hui, ZHENG Kai-qi. Mechanical Properties of Double-Tube Seawater and Sea Sand Concrete Columns with Built-in CFRP Tubes Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 1-9. doi: 10.13204/j.gyjzG22030410
Citation: MOU Kun-ting, WEI Yang, WANG Gao-fei, DONG Feng-hui, ZHENG Kai-qi. Mechanical Properties of Double-Tube Seawater and Sea Sand Concrete Columns with Built-in CFRP Tubes Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 1-9. doi: 10.13204/j.gyjzG22030410

Mechanical Properties of Double-Tube Seawater and Sea Sand Concrete Columns with Built-in CFRP Tubes Under Axial Compression

doi: 10.13204/j.gyjzG22030410
  • Received Date: 2022-03-04
    Available Online: 2023-02-06
  • In order to solve the corrosion problems caused by seawater and sea sand concrete in the engineering practice and enhance the seismic performance of structure, a novel structure called double-tube seawater and sea sand concrete columns with built-in CFRP tubes was proposed. Axial compression test was performed on 12 double-tube seawater and sea sand concrete columns with built-in CFRP tubes and 4 concrete-filled steel tube columns. The effect of the thickness of steel tube and the layers of CFRP tube was investigated. Test results indicated that the built-in CFRP tube could improve the bearing capacity and deformation capacity of the structure. The failure of double-tube seawater and sea sand concrete columns with built-in CFRP tubes was usually accompanied by the failure of one of built-in CFRP tubes, while the rest of CFRP tubes could still provide confinement and broke in turn during loading. Based on the theory of area equivalence and area segmentation, a model for ultimate load of double-tube seawater and sea sand concrete columns with built-in CFRP tubes was proposed. Finally, the prediction accuracy and dispersion of the formula were evaluated.
  • loading
  • [1]
    秦斌.海水海沙混凝土基本力学性能研究[J].混凝土, 2019(2):90-91.
    [2]
    DHONDY T, REMENNIKO V A, SHIEKH M N.Benefits of using sea sand and seawater in concrete:a comprehensive review[J].Australian Journal of Structural Engineering, 2019, 16(2):2204-2261.
    [3]
    GUO M H, HU B, XING F, et al.Characterization of the mechanical properties of eco-friendly concrete made with untreated sea sand and seawater based on statistical analysis[J].Construction and Building Materials, 2020, 234(20).DOI: 10.1016/j.conbuildmat.2019.117339.
    [4]
    ZHAO Y F, HU X, SHI C J, et al.A review on seawater sea-sand concrete:mixture proportion, hydration, microstructure and properties[J].Construction and Building Materials, 2021, 295(9).DOI: 10.1016/j.conbuildmat.2021.123602.
    [5]
    冯鹏, 王杰, 张枭, 等.FRP与海沙混凝土组合应用的发展与创新[J].玻璃钢/复合材料, 2014(12):13-18.
    [6]
    ZENG J J, DUAN Z J, GAO W Y, et al.Compressive behavior of FRP-wrapped seawater sea-sand concrete with a square cross-section[J].Construction and Building Materials, 2020, 262(30).DOI: 10.1016/j.conbuildmat.2020.120881.
    [7]
    SUN J Z, DING Z H, LI X L, et al.Bond behavior between BFRP bar and basalt fiber reinforced seawater sea-sand recycled aggregate concrete[J] Construction and Building Materials, 2021, 285(24).DOI: 10.1016/j.conbuildmat.2021.122951.
    [8]
    LI P D, YANG T Q, ZENG Q, et al.Axial stress-strain behavior of carbon FRP-confined seawater sea-sand recycled aggregate concrete square columns with different corner radii[J].Composite Structures, 2021, 262(15).DOI: 10.1016/j.compstruct.2021.113589.
    [9]
    柏佳文, 魏洋, 张依睿, 等.新型碳纤维增强复合材料-钢复合管海水海沙混凝土圆柱轴压试验[J].复合材料学报, 2021, 38(9):1-11.
    [10]
    DING F X, LU D R, BAI Y, et al.Behaviour of CFRP-confined concrete-filled circular steel tube stub columns under axial loading[J].Thin-Walled Structure, 2018, 125(5):107-118.
    [11]
    魏洋, 李国芬, 端茂军.矩形FRP-钢复合管混凝土短柱的轴压试验研究[J].玻璃钢/复合材料, 2014(12):47-51.
    [12]
    CHOI K K, XIAO Y.Analytical model of circular CFRP confined concrete-filled steel tubular columns under axial compression[J].Journal of Composites for Construction, 2010, 14(1):125-133.
    [13]
    WEI Y, BAI J W, ZHANG Y R, et al.Compressive performance of high-strength seawater and sea sand concrete filled circular FRP-steel composite tube columns[J].Engineering Structures, 2021, 240(8).DOI: 10.1016/j.engstruct.2021.112357.
    [14]
    ZHANG Y R, WEI Y, BAI J W, et al.A novel seawater and sea sand concretefilled FRP-carbon steel composite tube column:concept and behavior[J].Composite Structures, 2020, 246(8).DOI: 10.1016/j.compstruct.2020.112421.
    [15]
    潘雷.钢管内置FRP约束高强混凝土组合短柱轴压性能的试验研究[D].广州:广东工业大学, 2014.
    [16]
    WEI Y, WU G, LI G F.Performance of circular concrete-filled fiber-reinforced polymer-steel composite tube columns under axial compression[J].Journal of Reinforced Plastics and Composites, 2014, 33(20):1911-1928.
    [17]
    TENG J G, YU T, WONG Y L.Hybrid FRP-concrete-steel tubular columns:concept and behavior[J].Construction and Building Materials, 2007, 21(4):846-854.
    [18]
    李帼昌, 麻丽, 杨景利, 等.内置CFRP圆管的方钢管高强混凝土轴压短柱承载力计算初探[J].沈阳建筑大学学报(自然科学版), 2008, 24(1):62-66.
    [19]
    陶毅, 张海镇, 史庆轩, 等.内置FRP约束混凝土的方钢管混凝土轴压承载力[J].土木建筑与环境工程, 2017, 39(2):43-49.
    [20]
    陈程绩.内置高强芯柱的钢管混凝土组合柱力学性能研究[D].西安:西安建筑科技大学, 2019.
    [21]
    LONG Y L, LI W T, DAI J G, et al.Experimental study of concrete-filled CHS stub columns with inner FRP tubes[J].Thin-Walled Structures, 2018, 122(1):606-621.
    [22]
    HASSANEIN M F, KHAROOB O F, LIANG Q Q.Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression[J].Thin-Walled Structures, 2013, 73(4):252-263.
    [23]
    WANG W Q, SHEIKH N M, MUHAMMAD N S H, et al.Behaviour of concrete-encased concrete-filled FRP tube (CCFT) columns under axial compression[J].Engineering Structures, 2017, 147(15):256-268.
    [24]
    YU T, ZHANG S S, HUANG L, et al.Compressive behaviour of hybrid double-skin tubular columns with a large rupture strain FRP tube[J].Composite Structures, 2017, 171(1):10-18.
    [25]
    TIAN H W, ZHOU Z, WEI Y, et al.Experimental investigation on axial compressive behavior of ultra-high performance concrete (UHPC) filled glass FRP tubes[J].Construction and Building Materials, 2019, 225(20):678-691.
    [26]
    YU T, CHAN C W, TEH L, et al.Hybrid FRP-concrete-steel multitube concrete columns:concept and behavior[J].Journal of Composites for Construction, 2017, 21(6).DOI: 10.1061/(ASCE)CC.1943-5614.0000826.
    [27]
    查晓雄, 徐海俭.内配异心及多层钢管混凝土柱承载力统一公式研究[J].建筑结构学报, 2015, 36(增刊1):192-198.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (283) PDF downloads(19) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return