Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
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.
  • [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 (362) PDF downloads(19) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return