Adcanced Search
Volume 39 Issue 8
Aug.  2022
Turn off MathJax
Article Contents
Abstract
References
Related Articles
NIU Haicheng, GAO Jinlong, JI Jiakun, et al. Axial compression behavior of high-strength recycled concrete filled steel tubular composite columns[J]. Acta Materiae Compositae Sinica, 2022, 39(8): 3994-4004. DOI: 10.13801/j.cnki.fhclxb.20210902.002
Citation: NIU Haicheng, GAO Jinlong, JI Jiakun, et al. Axial compression behavior of high-strength recycled concrete filled steel tubular composite columns[J]. Acta Materiae Compositae Sinica, 2022, 39(8): 3994-4004. DOI: 10.13801/j.cnki.fhclxb.20210902.002
shu

Axial compression behavior of high-strength recycled concrete filled steel tubular composite columns

  • School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China

More Information
  • Received Date: July 20, 2021
  • Revised Date: August 14, 2021
  • Accepted Date: August 18, 2021
  • Available Online: September 01, 2021
    Abstract
  • To study the difference of the axial compressive performance of recycled concrete composite columns and ordinary concrete composite columns, the experiments of two high-strength ordinary concrete-filled steel tube reinforced concrete columns (CFSTRCC) and three high-strength recycled CFSTRCC were conducted under axial loading. The concrete type, cross-sectional shape of the steel tube and whether the cross-shaped tie bars were set or not in the square steel tube were chosen to be the main parameters. The experimental results show that the damage development process and failure modes of recycled concrete specimens are similar to those of normal concrete specimens. The bearing capacity and energy dissipation capacity of recycled concrete specimens are higher than those of the ordinary concrete specimens. However, it has serious spalling of concrete and poor ductility. When the set cross-shaped tie bars were installed in the square steel tube, the ductility has been significantly improved, and the bearing capacity and energy consumption have also been significantly increased due to the tie bar enhancing the restraint of the square steel tube to the core concrete. Meanwhile, the peak load corresponds to a larger peak strain, so the materials are more fully utilized. Under the condition of the steel tube equal cross-sectional area and close material strength, CFSTRCC with circular steel tube has higher bearing capacity, better deformation ability and stronger energy dissipation capacity than CFSTRCC with square steel tube. According to the relevant domestic and foreign regulations, the ultimate bearing capacity of 26 recycled CFSTRCC from this paper and other references were calculated. The results show that the calculation results for the axial compression bearing capacity of CFSTRCC are in well agreement with the experiment results.
    • Summary
    • Innovation Points
    • FullText(HTML)
    • References (31)
  • [1]
    DUAN H B, MILLER T R, LIU G, et al. Construction debris becomes growing concern of growing cities[J]. Waste Manage,2019,83:1-5. DOI: 10.1016/j.wasman.2018.10.044
    [2]
    邵鹏康, 韩旵国. 浅谈建筑垃圾的回收利用问题—关于再生混凝土的现代工程应用[J]. 中国科技信息, 2010(19):21-22.

    SHAO Pengkang, HAN Xingguo. Discussion on the recycling of construction waste-On the modern engineering application of recycled concrete[J]. China Science and Technology Information,2010(19):21-22(in Chinese).
    [3]
    GOLAFSHANI E M, BEHNOOD A. Automatic regression methods for formulation of elastic modulus of recycled aggregate concrete[J]. Applied Soft Computing,2018,64:377-400. DOI: 10.1016/j.asoc.2017.12.030
    [4]
    CHINCHILLAS M J, ROSAS C C, ARREDOND-REA S P, et al. SEM image analysis in permeable recycled concretes with silica fume: A quantitative comparison of porosity and the ITZ[J]. Materials,2019,12(13):2201. DOI: 10.3390/ma12132201
    [5]
    GOLAFSHANI E M, BEHNOOD A. Application of soft computing methods for predicting the elastic modulus of recycled aggregate concrete[J]. Journal of Cleaner Production,2018,176:1163-1176. DOI: 10.1016/j.jclepro.2017.11.186
    [6]
    CHEN J, WANG Y Y, CHARLS W R, et al. Behavior of normal-strength recycled aggregate concrete filled steel tubes under combined loading[J]. Engineering Structures,2017,130:23-40. DOI: 10.1016/j.engstruct.2016.09.046
    [7]
    陈宗平, 张士前, 王妮, 等. 钢管再生混凝土轴压短柱受力性能的试验与理论分析[J]. 工程力学, 2013, 30(4):107-114. DOI: 10.6052/j.issn.1000-4750.2011.09.0589

    CHEN Zongping, ZHANG Shiqian, WANG Ni, et al. Experimental study and theoretical analysis on axial compress capacity of recycled aggregate concrete-filled circle steeltube short column[J]. Engineering Mechanics,2013,30(4):107-114(in Chinese). DOI: 10.6052/j.issn.1000-4750.2011.09.0589
    [8]
    牛海成, 曹万林, 董宏英, 等. 钢管高强再生混凝土柱轴压性能试验研究[J]. 建筑结构学报, 2015, 36(6):128-136.

    NIU Haicheng, CAO Wanlin, DONG Hongying, et al. Experimental study on high-strength recycled concrete steel tube columns subjected to axial compression[J]. Journal of Building Structures,2015,36(6):128-136(in Chinese).
    [9]
    HAN L H, HOU C C, WANG Q L. Behavior of circular CFST stub columns under sustained load and chloride corrosion[J]. Journal of Constructional Steel Research,2014,103:23-36. DOI: 10.1016/j.jcsr.2014.07.021
    [10]
    XU L, LIU Y B. Concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to ISO-834 standard fire: Experiment[J]. Advances Structural Engineering,2013,16(7):1263-1282. DOI: 10.1260/1369-4332.16.7.1263
    [11]
    LEE H J, PARK H G, PARK S S, et al. Cyclic loading test for exterior beam-column joints of ceft columns[J]. Engineers Structures,2016,142(2):04015147.
    [12]
    CAI M, KE X J, SU Y S. Axial compressive performance of RAC-encased RACFST composite columns[J]. Engineers Structures,2020,210:110393. DOI: 10.1016/j.engstruct.2020.110393
    [13]
    PARK H G, LEE H J, CHOR I R, et al. Concrete-filled steel tube columns encased with thin precast concrete[J]. Journal of Structural Engineering,2015,141(12):04015056.
    [14]
    郭全全, 李芊, 章沛瑶, 等. 钢管混凝土叠合柱偏心受压承载力的计算方法[J]. 土木工程学报, 2014, 47(5):56-63.

    GUO Quanquan, LI Qian, ZHANG Peiyao, et al. Calculation for bearing capacity under eccentric compression of concrete-filled steel tube columns[J]. China Civil Engineering Journal,2014,47(5):56-63(in Chinese).
    [15]
    康洪震, 钱稼茹. 钢管高强混凝土组合柱轴压承载力试验研究[J]. 建筑结构, 2011, 41(6):64-67.

    KANG Hongzhen, QIAN Jiaru. Experimental study on bearing capacity of steel tube high-strength concrete compo-site columns under axial compression[J]. Building Structure,2011,41(6):64-67(in Chinese).
    [16]
    刘阳, 郭子雄, 贾磊鹏, 等. 核心钢管混凝土叠合短柱轴压性能及设计方法研究[J]. 建筑结构学报, 2015, 36(12):135-142.

    LIU Yang, GUO Zixiong, JIA Leipeng, et al. Experimental study on axial compression performance and design method of core steel tube reinforced concrete short columns[J]. Journal of Building Structures,2015,36(12):135-142(in Chinese).
    [17]
    钱稼茹, 江枣. 钢管混凝土组合柱轴心受压承载力计算方法[J]. 工程力学, 2011, 28(4):49-57.

    QIAN Jiaru, JIANG Zao. Calculation method for axial compressive strength of steel tube-reinforce concrete compo-site columns[J]. Engineering Mechanics,2011,28(4):49-57(in Chinese).
    [18]
    柯晓军, 苏益声, 商效瑀, 等. 钢管混凝土组合柱压弯性能试验及承载力计算[J]. 工程力学, 2018, 35(12):134-142.

    KE Xiaojun, SU Yisheng, SHANG Xiaoyu, et al. Strength calculation and eccentric compressive test of steel tube-reinforced concrete composite columns[J]. Engineering Mechanics,2018,35(12):134-142(in Chinese).
    [19]
    陈宗平, 占东辉, 徐金俊. 再生粗骨料含量对再生混凝土力学性能的影响分析[J]. 工业建筑, 2015, 45(1):130-145.

    CHEN Zongping, ZHAN Donghui, XU Jinjun. Research on mechanical properties of recycled concrete using different recycled coarse aggregate replacement[J]. Industrial Construction,2015,45(1):130-145(in Chinese).
    [20]
    RIDAUAN A R M. The influence of recycled aggregate concrete on the compressive strength and drying shrinkage of concrete[C]//Proceedings of international conference on structural engineering, mechanics and computation. Cape Town, 2001: 1415-1421.
    [21]
    HANSEN T C. Strength of recycled aggregate concrete made from crushed concrete coarse aggregate[J]. Concrete International,1983(1):79-83.
    [22]
    CHENTNA M V, DARSHANA R B. Evaluation of modulus of elasticity for recycled coarse aggregate concrete[J]. International Journal of Engineering Science and Innovative Technology,2013,2(1):26-29.
    [23]
    YODA K, YOSHIKANE T. Recycled cement and recycled concrete in Japan[C]//Proceedings of the second international RILEM symposium on demolition and reuse of concrete and masonry. Tokyo, 1988: 527-536.
    [24]
    齐岳. 核心高强混凝土柱力学性能[M]. 黑龙江: 黑龙江大学出版社, 2013.

    QI Yue. Mechanical properties of core high-concrete columns[M]. Heilongjiang: Heilongjiang University Press, 2013(in Chinese).
    [25]
    中国工程建设标准化协会. 钢管混凝土叠合柱结构技术规程: T/CECS188—2019[S]. 北京: 中国建筑工业出版社, 2019.

    Standards of China Engineering Construction Standardization Association. Technical specification for steel tube-reinforced concrete column structure: T/CECS188—2019[S]. Beijing: China Building Industry Press, 2019(in Chinese).
    [26]
    American Concrete Institute. Building code requirements for structural concrete and commentary: ACI318-11[S]. Detroit: American Concrete Institute International, 2011.
    [27]
    American Standards Association. Specification for structural steel buildings: ANSI/AISC 360-10[S]. Chicago: American Institute of Steel Construction (AISC), 2010.
    [28]
    European Committee for Standardization. Eurocode 2: Design of concrete structures-Part 1-1: General rules and rules for buildings: BS EN 1992-1-1 2004[S]. Brussels: European Committee for Standardization International, 2004.
    [29]
    European Committee for Standardization. Eurocode 4: Design of composite steel and concrete structures-Part 1-1: General rules-structural rules for buildings[S]. Brussels: European Committee for Standardization International, 2004.
    [30]
    HAN L H, AN Y F. Performance of concrete-encased CFST stub columns under axial compression[J]. Journal of Constructional Steel Research,2014,92:62-76.
    [31]
    武骏宇. 钢管再生混凝土组合柱轴压性能试验研究[D]. 南宁: 广西大学, 2015.

    WU Junyu. Experimental study on axial compression performance of recycled concrete-filled steel tube composite columns[D]. Nanning: Guangxi University, 2015(in Chinese).
    • Related Articles

  • Related Articles

    [1]DAN Yu, ZHANG Chunyu, SHE Haitao, CHEN Hua, QIN Shitao. Experimental study on axial compressive mechanical properties and bearing capacity calculation of RC short columns strengthened with self-compacting recycled concrete-filled steel tubes[J]. Acta Materiae Compositae Sinica.
    [2]CHANG Wenjie, XIA Dongtao, LI Biao, GAO Aoxing, WU Feng, DIPU KRISHNO SARKER. Calculation methods for axial load bearing capacity of steel fiber reinforced geopolymer concrete filled square stub steel tubular columns[J]. Acta Materiae Compositae Sinica.
    [3]XIE Wangjun, MA Zhixin, ZHOU Ji, OU Wangsheng, CHEN Zongping. Flexural experiment and bearing capacity calculation of stainless steel reinforced coral seawater sea sand concrete beams[J]. Acta Materiae Compositae Sinica.
    [4]AN Yongjiannan, HUANG Wei, TONG Ling, LIU Gang, MIAO Xinwei. Mechanical performance test and bearing capacity calculation of GFRP ultra-long two-way stress insulation connectors[J]. Acta Materiae Compositae Sinica.
    [5]CAO Yibo, YANG Wenwei, GUO Ziwei, LING Sheng. Axial compression performance of pultruded GFRP tube-self-compacting concrete-steel tube composite medium-long column[J]. Acta Materiae Compositae Sinica.
    [6]WANG Bo, WANG Yuanyuan, WANG Zhengpeng, ZHANG Junlei, WANG Tiansong. Study on calculation method of RC beam's shear bearing capacity of CFRP grid-polymer cement mortar[J]. Acta Materiae Compositae Sinica, 2023, 40(2): 990-1003. DOI: 10.13801/j.cnki.fhclxb.20220419.004
    [7]CHANG Yafeng, SHI Junping, HOU Yapeng, LU Tingting. Experimental study on the axial compression capacity of ultra-high performance concrete stub columns confined with stirrups[J]. Acta Materiae Compositae Sinica, 2022, 39(7): 3451-3461. DOI: 10.13801/j.cnki.fhclxb.20210716.006
    [8]ZHOU Ji, CHEN Zongping, CHEN Yuliang, YAO Rusheng. Test on axial compression performance and bearing capacity calculation of GFRP bars reinforced coral aggregate marine concrete columns exposed to tidal area[J]. Acta Materiae Compositae Sinica, 2022, 39(1): 344-360. DOI: 10.13801/j.cnki.fhclxb.20210323.003
    [9]CHEN Shuang, LIANG Shujia, GUAN Jiwen. Compression behavior of FRP bars/coral concrete columns under axial compression loading[J]. Acta Materiae Compositae Sinica, 2021, 38(10): 3530-3541. DOI: 10.13801/j.cnki.fhclxb.20201217.001
    [10]ZHANG Guangtai, CAO Yinlong, LI Ruixiang, ZHANG Luyang, CHEN Yong. Calculation of bearing capacity of polypropylene-steel fiber reinforced concrete column under large eccentric loading[J]. Acta Materiae Compositae Sinica, 2020, 37(9): 2336-2347. DOI: 10.13801/j.cnki.fhclxb.20200201.001
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1049) PDF downloads (64) Cited by()
    Related

    Copyright © 2009 《复合材料学报》编辑部

    Address: 37 Xueyuan Road, Haidian District, BeijingTel: 010-82316907, 82315973Email: fhclxb@buaa.edu.cn

    Supported by: Beijing Renhe Information Technology Co., Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return