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LIN Shang-shun, CHEN Bao-chun. Calculation method of ultimate bearing capacity for plain concrete column[J]. Journal of Traffic and Transportation Engineering, 2015, 15(2): 22-31. doi: 10.19818/j.cnki.1671-1637.2015.02.003
Citation: LIN Shang-shun, CHEN Bao-chun. Calculation method of ultimate bearing capacity for plain concrete column[J]. Journal of Traffic and Transportation Engineering, 2015, 15(2): 22-31. doi: 10.19818/j.cnki.1671-1637.2015.02.003
shu

Calculation method of ultimate bearing capacity for plain concrete column

doi: 10.19818/j.cnki.1671-1637.2015.02.003
  • 1.

    School of Civil Engineering, Fujian University of Technology, Fuzhou 350118, Fujian, China

  • 2.

    School of Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China

More Information
  • Author Bio:

    LIN Shang-shun(1972-), male, senior engineer, doctoral student, +86-591-83530205, 578982122@qq.com

    TANG Tao(1963-), male, professor, PhD, +86-10-51467246, ttang@bjtu.edu.cn

  • Received Date: 2014-10-20
  • Publish Date: 2015-02-25
    Abstract
  • The tests of ultimate bearing capacity for 19 plain concrete columns were carried out.The reasonable scopes of slenderness and eccentricity of plain concrete columns were proposed.The bearing capacities of test columns were calculated by nonlinear finite element method.A calculation method of ultimate bearing capacity for plain concrete column was presented by theoretical analysis and regression of test data.Calculation result shows that when the slendernesses of test columns are higher than 15 and the eccentricities are 0.3, their failure modes are section tensile failure, which can not play full material performance of compression.When the slendernesses are not higher than 15 and the eccentricities are not higher than 0.3, their failure modes are section compression failure.The mean ratio of calculated values by the finite element method to test values is 0.995, the variance is 0.001 8, so the calculated value fits well with test value, and the finite element method can be used for the parameter analysis of plain concrete column.Based on considering the coupling influence of slenderness and eccentricity on bearing capacity, in the proposed calculation method of ultimate bearing capacity, the mean ratio of calculated values by the proposed method and the finite element method is 0.976, the variance is0.003, which indicates that the proposed method has high precision and high safety.

     

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    • References(20)
  • [1]
    JU Yan-zhong, YAN Gui-ping, ZHANG Jie, et al. Calculation of M-φcurve of the piers of reinforced concrete bridge with low ratio reinforcement[J]. China Safety Science Journal, 2003, 13(10): 63-65. (in Chinese). doi: 10.3969/j.issn.1003-3033.2003.10.018
    [2]
    MAREFAT M S, GHAHREMANI-GARGARY E, ATAEI S. Load test of a plain concrete arch railway bridge of 20-m span[J]. Construction and Building Materials, 2004, 18(9): 661-667. doi: 10.1016/j.conbuildmat.2004.04.025
    [3]
    CHEN Bao-chun, LIN Shang-shun. Calculation methods of bearing capacities of eccentrically loaded concrete columns[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 18-25. (in Chinese). doi: 10.3969/j.issn.1671-1637.2014.01.004
    [4]
    CHEN Bao-chun, LIN Shang-shun. Coefficient of curvature influence in the calculation of ultimate bearing capacity of reinforced concrete columns[J]. Journal of Building Structures, 2014, 35(3): 156-163. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201403020.htm
    [5]
    SHANG H S, SONG Y P. Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles[J]. Cement and Concrete Research, 2006, 36(10): 1857-1864. doi: 10.1016/j.cemconres.2006.05.018
    [6]
    CAO W, LIU H C, SONG Y P. Experimental investigation of plain concrete under triaxial tension-compression cyclic loading[J]. Magazine of Concrete Research, 2006, 58(4): 209-219. doi: 10.1680/macr.2006.58.4.209
    [7]
    BINDIGANAVILE V, BANTHIA N. Size effects and the dynamic response of plain concrete[J]. Journal of Materials in Civil Engineering, 2006, 18(4): 485-491. doi: 10.1061/(ASCE)0899-1561(2006)18:4(485)
    [8]
    HEGGER J, DRESSEN T, WILL N. Load-bearing capacity of plain concrete walls[J]. Magazine of Concrete Research, 2009, 61(3): 173-182. doi: 10.1680/macr.2008.00041
    [9]
    SADRNEJAD S A. Numerical modelling for the evaluation of progressive damage to plain concrete structures[J]. Journal of the South African Institution of Civil Engineering, 2010, 52(2): 19-30.
    [10]
    WANG Yin-fu, LIU Han-fu. The non-linear analysis of the longitudinal bending critical load of concrete and masonry piers[J]. Journal of Shijiazhuang Railway Institute, 1996, 9(3): 69-73. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT199603011.htm
    [11]
    ZHENG Wen-zhong, QI Yue. Experimental analysis on the concrete column with high strength core under axial compression load[J]. Journal of Harbin Institute of Technology, 2009, 41(12): 25-30. (in Chinese). doi: 10.3321/j.issn:0367-6234.2009.12.005
    [12]
    LU Xi-lin, CHEN Shao-lin. Nonlinear finite element analysis of high-strength concrete columns and experimental verification[J]. Earthquake Engineering and Engineering Vibration, 2008, 7(1): 77-89. doi: 10.1007/s11803-008-0771-5
    [13]
    MAJEWSKI T, BOBINSKI J, TEJCHMAN J. FE analysis of failure behaviour of reinforced concrete columns under eccentric compression[J]. Engineering Structures, 2008, 30(2): 300-317. doi: 10.1016/j.engstruct.2007.03.024
    [14]
    HAN Yan, CHEN Zheng-qing, LI Kai-yan. Application of ANSYS to the determination of the parameter optimum design of double thin-wall pier[J]. Journal of Railway Science and Engineering, 2005, 2(6): 15-18. (in Chinese). doi: 10.3969/j.issn.1672-7029.2005.06.003
    [15]
    WANG Liang-ze-nan, FENG Xiao, LIU Fei-peng, et al. Coupling analysis of reinforced concrete structures based on ANSYS[J]. Journal of Water Resources and Water Engineering, 2014, 25(6): 127-131. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XBSZ201406027.htm
    [16]
    YANG Wei-zhong, LIU Wei. Evaluation of load carrying capacity of masonry under compressive loading[J]. Journal of Zhengzhou University: Engineering Science, 2003, 24(4): 50-54. (in Chinese). doi: 10.3969/j.issn.1671-6833.2003.04.012
    [17]
    JIA Sheng-ming, QUAN Xue-you, QIN Shi-hong, et al. Experimental research on the properties of axial compression long columns of autoclaved flyash-lime brick masonry[J]. Building Block and Block Building, 2008(6): 27-29. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QKQK200806012.htm
    [18]
    YANG Wei-jun, ZHU Xiao-qing, MA Li-hui. Experimental study on the compressive capacity of multi-functional concrete hollow block masonry[J]. Journal of Changsha Communications University, 2006, 22(1): 32-35. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSJX200601006.htm
    [19]
    XU Chun-yi. Experimental and theoretical research on the mechanics behavior of autoclaved fly ash brick masonry[D]. Dalian: Dalian University of Technology, 2011. (in Chinese).
    [20]
    ZHOU Nai-zhuang, ZHU Min-sheng. Study on longitudinal stability reduction factor φ of general masonry piers[J]. Railway Standard Design, 1962(9): 107-114. (in Chinese. https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS196209013.htm
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