• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 57 Issue 4
Jul.  2022
Turn off MathJax
Article Contents
TANG Hongyuan, LI Zhengzhou, FAN Luyao, YANG Hong. Experimental Investigation on Behavior of Rectangular Concrete-Filled Stainless Steel Tubular Stub Columns under Axial Loading[J]. Journal of Southwest Jiaotong University, 2022, 57(4): 855-864. doi: 10.3969/j.issn.0258-2724.20200416
Citation: TANG Hongyuan, LI Zhengzhou, FAN Luyao, YANG Hong. Experimental Investigation on Behavior of Rectangular Concrete-Filled Stainless Steel Tubular Stub Columns under Axial Loading[J]. Journal of Southwest Jiaotong University, 2022, 57(4): 855-864. doi: 10.3969/j.issn.0258-2724.20200416

Experimental Investigation on Behavior of Rectangular Concrete-Filled Stainless Steel Tubular Stub Columns under Axial Loading

doi: 10.3969/j.issn.0258-2724.20200416
  • Received Date: 28 Jun 2020
  • Rev Recd Date: 04 Sep 2020
  • Publish Date: 23 Sep 2020
  • In order to study the axial compressive behavior of rectangular concrete-filled stainless steel tubular (CFSST) short columns, axial compression tests were conducted on seven groups of rectangular CFSST short columns with different cross-sectional sizes. The failure modes, load-displacement curves, load-circumferential strain curves, load-longitudinal strain curves, and load-cross-sectional aspect ratio curves of different specimens under axial compression were obtained. The influence of aspect ratio of the rectangular cross-section on the bearing capacity of the specimens was analyzed. The results show that the typical failure mode of rectangular CFSST short columns under axial compression was local outward buckling. Under the same aspect ratio, when the wall thickness of the specimens increases from 4 mm to 6 mm, the bearing capacity of the specimens increases by 25%–57%. With the fixed wall thickness, when the aspect ratio of specimens increases from 1 to 2, the bearing capacity decreases by 22%–30%. Comparison of the test results with the calculated results by relevant codes and standards indicates that the bearing capacity of CFSST stub columns is more than 14% higher than that of the concrete-filled conventional carbon steel tubular stub columns with the same section. Furthermore, a formula for calculating the axial compression bearing capacity is obtained by numerical fitting of the data obtained in this study and those from literature, which can well predict the bearing capacity of rectangular CFSST short columns.

     

  • loading
  • [1]
    韩林海. 钢管混凝土结构-理论与实践[M]. 3版. 北京: 科学出版社, 2016.
    [2]
    韩林海,杨有福. 矩形钢管混凝土轴心受压构件强度承载力的试验研究[J]. 土木工程学报,2001,34(4): 22-31. doi: 10.3321/j.issn:1000-131X.2001.04.004

    HAN Linhai, YANG Youfu. Study on axial bearing capacity of concrete-filled-steel-tube columns with rectangular section[J]. China Civil Engineering Journal, 2001, 34(4): 22-31. doi: 10.3321/j.issn:1000-131X.2001.04.004
    [3]
    郭红香,赵均海,魏雪英. 方钢管混凝土轴压短柱承载力分析[J]. 工业建筑,2008,38(3): 4,9-11.

    GUO Hongxiang, ZHAO Junhai, WEI Xueying. Analysis of bearing capacity of concrete-filled square steel tube column under axial load[J]. Industrial Construction, 2008, 38(3): 4,9-11.
    [4]
    龙跃凌,蔡健,黄炎生. 矩形钢管混凝土短柱轴压承载力[J]. 工业建筑,2010,40(7): 95-99.

    LONG Yueling, CAI Jian, HUANG Yansheng. Ultimate capacity of axially-loaded rectangular cft stub columns[J]. Industrial Construction, 2010, 40(7): 95-99.
    [5]
    LUO X Y, LIU W P. Mechanics behavior of concrete-filled square steel tube columns[J]. Applied Mechanics and Materials, 2012, 256/257/258/259: 662-665. doi: 10.4028/www.scientific.net/AMM.256-259.662
    [6]
    刘洁, 王正中. 方钢管混凝土短柱轴压极限承载力计算方法分析[J]. 建筑结构, 2015, 45(10): 21-25, 42.

    LIU Jie, WANG Zhengzhong. Analysis on calculating method of ultimate bearing capacity of concrete-filled square steel tube short columns under axial load[J], Building Structure, 2015, 45(10): 21-25, 42.
    [7]
    胡红松,林康,刘阳,等. 方钢管混凝土中钢管和混凝土抗压强度研究[J]. 建筑结构学报,2019,40(2): 161-168.

    HU Hongsong, LIN Kang, LIU Yang, et al. Study on compressive strength of steel tube and concrete in square CFT columns[J]. Journal of Building Structures, 2019, 40(2): 161-168.
    [8]
    王庆利,李瑞霖,李庆刚,等. 钢管高性能混凝土轴压短柱的静力性能(Ⅱ):机理分析及承载力[J]. 工业建筑,2013,43(3): 8-12.

    WANG Qingli, LI Ruilin, LI Qinggang, et al. Static performance of the high-performance concrete filled steel tubular stub column (Ⅱ):mechanism analysis and load bearing capacity[J]. Industrial Construction, 2013, 43(3): 8-12.
    [9]
    史庆轩,蔡文哲,王斌. 轴向往复荷载作用下钢管混凝土柱抗震性能试验研究[J]. 建筑结构学报,2020,40(9): 88-97.

    SHI Qingxuan, CAI Wenzhe, WANG Bin. Experimental research on seismic behavior of concrete-filled steel tube columns under cyclic axial loading[J]. Journal of Building Structures, 2020, 40(9): 88-97.
    [10]
    JUNG H S, CHOI C S. An experimental study on the behavior of square concrete-filled high strength steel tube columns[J]. Journal of Iron and Steel Research, 2011, 18(S1): 878-882.
    [11]
    IBAÑEZ C, HERNÁNDEZ-FIGUEIRIDO D, PIQUER A. Shape effect on axially loaded high strength CFST stub columns[J]. Journal of Constructional Steel Research, 2018, 147: 247-256. doi: 10.1016/j.jcsr.2018.04.005
    [12]
    ABHILASH M, JHANJHARI S, PARTHIBAN P, et al. Axial behaviour of semi-lightweight aggregate concrete-filled steel tube columns-A DOE approach[J]. Journal of Constructional Steel Research, 2019, 162(5): 105614.1-105614.16.
    [13]
    余敏,李书磊,王圣松. 钢管混凝土构件轴压承载力设计公式的可靠度分析[J]. 建筑钢结构进展,2017,19(2): 45-52,67.

    YU Min, LI Shulei, WANG Shengsong. Reliability analysis of the bearing capacity of concrete-filled steel tube under axial compression[J]. Progress in Steel Building Structures, 2017, 19(2): 45-52,67.
    [14]
    陈誉,李凤霞,王江. 热成型不锈钢圆管混凝土轴压短柱受力性能试验研究[J]. 建筑结构学报,2013,34(2): 106-112.

    CHEN Yu, LI Fengxia, WANG Jiang. Experimental study on axial compressive behavior of concrete-filled thermoforming stainless steel tubular stub columns[J]. Journal of Building Structures, 2013, 34(2): 106-112.
    [15]
    PATEL V I, LIANG Q Q, HADI M N S. Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns[J]. Journal of Constructional Steel Research, 2014, 101: 9-18. doi: 10.1016/j.jcsr.2014.04.036
    [16]
    唐红元,范璐瑶,赵鑫,等. 圆不锈钢管混凝土短柱轴压承载力模型研究[J]. 工程科学与技术,2020,52(3): 10-20.

    TANG Hongyuan, FAN Luyao, ZHAO Xin, et al. Bearing capacity model of circular concrete-filled stainless steel stub columns under uniaxial compression[J]. Advanced Engineering Sciences, 2020, 52(3): 10-20.
    [17]
    代鹏,杨璐,卫璇,等. 不锈钢管混凝土短柱轴压承载力试验研究[J]. 工程力学,2019,36(增刊1): 298-305.

    DAI Peng, YANG Lu, WEI Xuan, et al. Experimental studies on the behavior and capacity of concrete filled stainless steel tube short columns[J]. Engineering Mechanics, 2019, 36(S1): 298-305.
    [18]
    LAM D, GARDNER L. Structural design of stainless steel concrete filled columns[J]. Journal of Constructional Steel Research, 2008, 64(11): 1275-1282. doi: 10.1016/j.jcsr.2008.04.012
    [19]
    BRIAN U, ZHONG T, HAN L H. Behaviour of short and slender concrete-filled stainless steel tubular columns[J]. Journal of Constructional Steel Research, 2011, 67(3): 360-378. doi: 10.1016/j.jcsr.2010.10.004
    [20]
    徐晨豪,赵俊亮,金国平. 圆不锈钢管混凝土轴压短柱三维有限元分析[J]. 混凝土,2017(7): 44-46,49. doi: 10.3969/j.issn.1002-3550.2017.07.011

    XU Chenhao, ZHAO Junliang, JIN Guoping. Three-dimensional finite element analysis of concrete filled circular stainless steel tubular stubs[J]. Concrete, 2017(7): 44-46,49. doi: 10.3969/j.issn.1002-3550.2017.07.011
    [21]
    纪官运. 不锈钢管混凝土构件承载力计算方法及应用[D]. 大连: 大连理工大学, 2018.
    [22]
    DING F X, YIN Y X, MAO J F, et. al. Analytical behaviors of concrete-filled circular stainless steel tubular (CFCSST) stub columns under axial loading[J]. Structures, 2019, 19: 277-285. doi: 10.1016/j.istruc.2019.01.013
    [23]
    廖飞宇. 圆不锈钢管混凝土轴压力学性能的有限元分析[J]. 福建农林大学学报(自然科学版), 2009, 38(6): 659-662.

    LIAO Feiyu. Finite element analysis for circular concrete-filled stainless steel tubular column under axial compression[J]. Journal of Fujian Agriculture and Forestry University (Natural Science Edition), 2009, 38(6): 659-662.
    [24]
    YOUNG B, ELLOBODY E. Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns[J]. Journal of Constructional Steel Research, 2006, 62(5): 484-492. doi: 10.1016/j.jcsr.2005.08.004
    [25]
    DABAON M, EL-KHORIBY S, EL-BOGHDADI M, et al. Confinement effect of stiffened and unstiffened concrete-filled stainless steel tubular stub columns[J]. Journal of Constructional Steel Research, 2009, 65(8/9): 1846-1854.
    [26]
    国家质量监督检验检疫总局, 中国国家标准化管理委员会. 金属材料拉伸试验第1部分: 室温试验方法: GB/T 228.1—2010[S]. 北京: 中国标准出版社, 2011.
    [27]
    中华人民共和国建设部, 国家质量监督检验检疫总局. 普通混凝土力学性能试验方法标准: GB/T 50081—2002[S]. 北京: 中国建筑工业出版社, 2003
    [28]
    European Committee for Standardization. Design of composite steel and concrete structures, part 1.1: general rules and rules for buildings: EC4[S]. Brussels: European Committee for Standardization, 2004.
    [29]
    Architectural Institute of Japan. Recommendations for design and construction of concrete filled steel tubular structures: AIJ-CFT[S]. Tokyo: Architectural Institute of Japan, 1997.
    [30]
    国家能源局. 钢-混凝土组合结构设计规程: DL/T 5085—2021[S]. 北京: 中国计划出版社, 2021.
    [31]
    福建省住房和城乡建设厅. 钢管混凝土结构技术规程: DBJ/T 13-51—2010[S]. 福州: 福建省住房和城乡建设厅, 2010.
    [32]
    中国工程建设标准化协会. 矩形钢管混凝土结构技术规程: CECS 159—2004[S]. 北京: 中国计划出版社, 2004.
  • 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

    Figures(8)  / Tables(3)

    Article views(301) PDF downloads(11) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return