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
ZHANG Xuan, WANG Jiantao, WU Yanru, LI Junxin. Research on Seismic Performances of Concrete-Filled Thin-Walled High-Strength Q690 Steel Tubular Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 93-101. doi: 10.13204/j.gyjzG21022509
Citation: ZHANG Xuan, WANG Jiantao, WU Yanru, LI Junxin. Research on Seismic Performances of Concrete-Filled Thin-Walled High-Strength Q690 Steel Tubular Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 93-101. doi: 10.13204/j.gyjzG21022509

Research on Seismic Performances of Concrete-Filled Thin-Walled High-Strength Q690 Steel Tubular Columns

doi: 10.13204/j.gyjzG21022509
  • Received Date: 2021-02-25
  • To research the seismic perfomance of concrete-filled thin-walled high-strength steel tubular (CFTHST) columns, a quasi-static test was conducted on concrete-filled thin-walled high-strength Q690 steel tubular columns with diameter-to-thickness (D/t) ratios exceeding regulation limitations. The detailed analysis was performed to examine the failure mode, load-displacement curves, hysteretic energy dissipation, and the degradation laws of stiffness and bearing capacity; subsequently, a finite element damage model of CFTHST column was established based on the dependent fracture criterion of steel stress triaxiality to reveal the damage evolution. The results indicated that:the tested HCFTST columns failed in a way of concrete crushing combined with the local buckling and fracture of high-strength (HS) steel tube; in the drift ratios of 1% to 6%, the load ratios maintained above 0.9 while the load degradation reached up 17.4% to 23.0% in the drift ratios of 7% to 8%; moreover, the tested columns behaved the plump hysteresis curves with the ductility coefficients in the range of 2.88 to 3.61, reflecting that those columns demonstrated a reasonable bearing capacity and plastic deformation; the concrete damage area appeared in V-shaped distribution and the HS steel tube experienced a deep yielding behavior; increasing the axial compression ratio and D/t ratio augmented the fracture damage of the CFTHST columns.
  • [1]
    HAN L H, LI W, BJORHOVDE R. Developments and advanced applications of concrete-filled steel tubular (CFST) structures:members[J]. Journal of Constructional Steel Research, 2014, 100:211-228.
    [2]
    DU Y, CHEN Z, WANG Y B, et al. Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel[J]. Journal of Constructional Steel Research, 2017, 133:418-433.
    [3]
    LI T J, LI G Q, CHAN S L, et al. Behavior of Q690 high-strength steel columns:part 1:experimental investigation[J]. Journal of Constructional Steel Research, 2016, 123:18-30.
    [4]
    韩林海,游经团,杨有福,等.往复荷载作用下矩形钢管混凝土构件力学性能的研究[J].土木工程学报,2004,32(11):11-22.
    [5]
    张素梅,刘界鹏,王玉银,等.双向压弯方钢管高强混凝土构件滞回性能试验与分析[J].建筑结构学报,2005,26(3):9-18.
    [6]
    吴波,赵新宇,张金锁.薄壁圆钢管再生混合柱的抗震性能试验研究[J].土木工程学报,2012,45(11):1-12.
    [7]
    ELREMAILY A, AZIZINAMINI A. Behavior and strength of circular concrete-filled tube columns[J]. Journal of Constructional Steel Research, 2002, 58(12):1567-1591.
    [8]
    VARMA A H, RICLES J M, SAUSE R, et al. Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns[J]. Journal of Constructional Steel Research, 2002, 58(5):725-758.
    [9]
    VARMA A H, RICLES J M, SAUSE R, et al. Seismic behavior and design of high-strength square concrete-filled steel tube beam columns[J]. Journal of Structural Engineering, 2004, 130(2):169-179.
    [10]
    MARSON J, BRUNEAU M. Cyclic testing of concrete-filled circular steel bridge piers having encased fixed-based detail[J]. Journal of Bridge Engineering, 2004, 9(1):14-23.
    [11]
    SKALOMENOS K A, HAYASHI K, NISHI R, et al. Experimental behavior of concrete-filled steel tube columns using ultrahigh-strength steel[J]. Journal of Structural Engineering, 2016, 142(9):1-13.
    [12]
    中华人民共和国住房和城乡建设部.钢管混凝土结构技术规范:GB 50936-2014[S].北京:中国建筑工业出版社,2014.
    [13]
    American National Standards Institute. Specification for structural steel buildings:ANSI/AISC 360-16[M]. Chicago:American Institute of Steel Construction, 2016.
    [14]
    HEDAYAT A S, SLOANE N J A, STUFKEN J. Orthogonal arrays:theory and applications[M]. New York:Springer Science+ Business Media LLC, 2012.
    [15]
    ZHOU T, CHEN Z, LIU H. Seismic behavior of special shaped column composed of concrete filled steel tubes[J]. Journal of Constructional Steel Research, 2012, 75:131-141.
    [16]
    聂建国,王宇航.ABAQUS中混凝土本构模型用于模拟结构静力行为的比较研究[J].工程力学,2013,30(4):59-67.
    [17]
    SAKINO K, NAKAHARA H, MORINO S, et al. Behavior of centrally loaded concrete-filled steel-tube short columns[J]. Journal of Structural Engineering, 2004, 130(2):180-188.
    [18]
    中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2010.
    [19]
    MOHD M H. Nonlinear analysis of prestressed concrete sructures under monotonic and cyclic loads[D]. Berkeley:University of California, 1994.
    [20]
    YU H L, JEONG D Y. Application of a stress triaxiality dependent fracture criterion in the finite element analysis of unnotched charpy specimens[J]. Theoretical and Applied Fracture Mechanics, 2010, 54(1):54-62.
    [21]
    LI W, LIAO F, ZHOU T, ASKES H. Ductile fracture of Q460 steel:Effects of stress triaxiality and Lode angle[J]. Journal of Constructional Steel Research, 2016, 123:1-17.
    [22]
    WIERZBICKI T, BAO Y, LEE Y W, et al. Calibration and evaluation of seven fracture models[J]. International Journal of Mechanical Sciences, 2005, 47(4/5):719-743.
    [23]
    MAO C, RICLES J, LU L W, et al. Effect of local details on ductility of welded moment connections[J]. Journal of Structural engineering, 2001, 127(9):1036-1044.
  • 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 (76) PDF downloads(5) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return