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Volume 51 Issue 5
Sep.  2021
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Article Contents
LI Jiaqi, CHEN Zhihua, DU Yansheng, WU Yongchuan, LIU Xueshan. STUDY ON CONSTITUTIVE MODEL OF CORE CONCRETE OF RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 108-115,15. doi: 10.13204/j.gyjzG20081506
Citation: LI Jiaqi, CHEN Zhihua, DU Yansheng, WU Yongchuan, LIU Xueshan. STUDY ON CONSTITUTIVE MODEL OF CORE CONCRETE OF RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 108-115,15. doi: 10.13204/j.gyjzG20081506

STUDY ON CONSTITUTIVE MODEL OF CORE CONCRETE OF RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER COMPRESSION

doi: 10.13204/j.gyjzG20081506
  • Received Date: 2020-08-15
    Available Online: 2021-09-16
  • Publish Date: 2021-09-16
  • It is of great significance to introduce manufactured sand and recycled coarse aggregate into concrete-filled steel tubular (CFST) structures to solve the problems of resource shortage and construction waste pollution. However, there are few studies on recycled concrete members with manufactured sand and no research has been made on the constitutive model of recycled concrete with manufactured sand which is suitable for finite element analysis. In this paper, through ABAQUS software modeling, combined with the test data in relevant literature, several commonly used constitutive models of recycled concrete were compared. According to the comparison results of load-displacement curve and ultimate bearing capacity, the optimal constitutive model of recycled concrete was determined; on the basis of the data in the literature, the calculation formula of the constitutive model was modified, and the infuence of manufactured sand was discussed. Finally, a constitutive model for the concrete core of recycled concrete with manufactured sand filled steel tube.
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  • [1]
    XIAO J Z. Recycled Aggregate Concrete Structures[M]. Berlin:Springer-Verlag, 2018.
    [2]
    中华人民共和国住房和城乡建设部.再生混凝土结构技术标准:JGJ/T 443-2018[S].北京:中国建筑工业出版社, 2018.
    [3]
    韩林海. 钢管混凝土结构[M]. 北京:科学出版社, 2004.
    [4]
    DU Y S, CHEN Z H, 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. DOI: 10.1016/j.jcsr.2017.02.024.
    [5]
    HUANG Y J, XIAO J Z, ZHANG C. Theoretical Study on Mechanical Behavior of Steel Confined Recycled Aggregate Concrete[J]. Journal of Constructional Steel Research, 2012, 79(9). DOI: 10.1016/j.jcsr.2012.03.020.
    [6]
    郭佳. 钢管再生混凝土柱承压性能研究[D]. 南宁:广西大学, 2018.
    [7]
    李振怀. 钢管高强机制砂混凝土短柱轴压性能试验研究[D]. 深圳:深圳大学, 2018.
    [8]
    杨海峰, 刘成丽, 梁冬瑶, 等. 含石粉机制砂再生混凝土基本力学性能研究[J]. 混凝土, 2019(8):63-67.
    [9]
    董宏英, 谢翔, 曹万林, 等. 圆钢管再生混凝土柱抗震性能试验[J]. 天津大学学报, 2018, 51(10):1096-1106.
    [10]
    邱昌龙. 再生混凝土研究及钢管再生混凝土短柱力学性能分析[D]. 成都:西南交通大学, 2009.
    [11]
    黄翔宇. 矩形钢管再生混凝土短柱轴压性能研究[D]. 大连:大连理工大学, 2017.
    [12]
    HAN L H, YANG Y F. Compressive and Flexural Behaviour of Recycled Aggregate Concrete Filled Steel Tubes (RACFST) Under Short-Term Loadings[J]. Steel & Composite Structures, 2006, 6(3):257-284.
    [13]
    杨有福. 钢管再生混凝土构件荷载-变形关系的理论分析[J]. 工业建筑, 2007, 37(12):1-6.
    [14]
    刘威. 钢管混凝土局部受压时的工作机理研究[D]. 福州:福州大学, 2005.
    [15]
    张向冈. 钢管再生混凝土构件及其框架的抗震性能研究[D]. 南宁:广西大学, 2014.
    [16]
    潘奇. 方钢管再生混凝土短柱有限元分析[D]. 石家庄:河北农业大学, 2014.
    [17]
    施刚, 石永久, 班慧勇. 高强度钢材钢结构[M]. 北京:中国建筑工业出版社, 2014.
    [18]
    陈志华, 杜颜胜, 周婷. 配螺旋箍筋方钢管混凝土柱力学性能研究[J]. 建筑结构, 2015, 45(20):28-33.
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