Analysis of the whole process of gangue concrete filled steel tubular beam under loading

被引:0
|
作者
Li Guochang [1 ]
Ma Li [1 ]
Chen Yueming [1 ]
机构
[1] Shenyang Jianzhu Univ, Shenyang 110168, Peoples R China
关键词
gangue concrete filled steel tube; beam; constitutive equation; numerical method; deflection process;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
6 gangue concrete filled steel tubular beams (GCFT) that had different steel ratio were tested. The analysis of the whole process of beams under loading with constitutive relation of composite material and structural steel was done and the numerical method was used. The comparison between the conclusion of theoretical analysis and experiment was carried out. All these lay favorable groundwork for researching the mechanical properties of GCFT members under eccentric compression. It was important to use gangue for saving general sand and stone and protecting environment.
引用
收藏
页码:355 / 360
页数:6
相关论文
共 50 条
  • [21] NUMERICAL INVESTIGATION ON CYCLIC BEHAVIOR OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS
    Fang, Chen
    Li, Guo-Chang
    Zhang, Lei
    ADVANCED STEEL CONSTRUCTION, 2021, 17 (04): : 385 - 393
  • [22] Finite element analysis of concrete filled steel tubular beam with corrugated steel web
    Civil Engineering College, Fuzhou University, Fuzhou 350002, China
    Harbin Gongye Daxue Xuebao, 2007, SUPPL. 2 (212-215):
  • [23] Behavior of concrete filled steel tubular beam-columns under eccentric loading of unequal end-moments
    Central South University, Changsha 410075, China
    不详
    Tumu Gongcheng Xuebao, 2009, 9 (47-53):
  • [24] Experimental studies on concrete filled steel tubular beam with corrugated steel web under bending
    College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
    Jianzhu Jiegou Xuebao, 2008, 1 (75-82):
  • [25] Experimental study of concrete-filled steel tubular columns under blast loading
    Li, Guoqiang
    Qu, Haiyan
    Yang, Taochun
    Lu, Yong
    Chen, Suwen
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (12): : 69 - 76
  • [26] Experimental study on concrete filled double tubular steel columns under axial loading
    Uenaka, K
    Hayami, M
    Kitoh, H
    Sonoda, K
    ADVANCES IN STRUCTURES, VOLS 1 AND 2, 2003, : 877 - 882
  • [27] Nonlinear response of concrete-filled steel tubular columns under axial loading
    Shams, M
    Saadeghvaziri, MA
    ACI STRUCTURAL JOURNAL, 1999, 96 (06) : 1009 - 1017
  • [28] Performance of Concrete Filled Steel Tubular columns under cyclic and earthquake loading combination
    Xu, JS
    COMPOSITE AND HYBRID STRUCTURES, VOLS 1 AND 2, 2000, : 513 - 520
  • [29] Experimental investigation of special-shaped concrete-filled steel tubular column to steel beam connections under cyclic loading
    Liu, Jingchen
    Yang, Yuanlong
    Liu, Jiepeng
    Zhou, Xuhong
    ENGINEERING STRUCTURES, 2017, 151 : 68 - 84
  • [30] The FEM analysis of the double beam joint of the concrete filled steel tubular columns
    Gong, B
    Gong, CJ
    ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1996, : 379 - 384