Volume 15 Issue 2
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2015  >  15(2): 22-31
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.

     

    • FullText(HTML)
  • loading
    • References(20)
  • [1]
    鞠彦忠, 阎贵平, 张杰, 等. 少筋钢筋混凝土桥墩M-φ曲线的计算[J]. 中国安全科学学报, 2003, 13(10): 63-65. doi: 10.3969/j.issn.1003-3033.2003.10.018

    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]
    陈宝春, 林上顺. 混凝土偏压柱承载力计算方法[J]. 交通运输工程学报, 2014, 14(1): 18-25. doi: 10.3969/j.issn.1671-1637.2014.01.004

    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]
    陈宝春, 林上顺. 钢筋混凝土偏压柱承载力计算中的曲率影响系数[J]. 建筑结构学报, 2014, 35(3): 156-163. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201403020.htm

    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]
    王引富, 刘汉夫. 铁路圬工桥墩临界荷载的非线性分析[J]. 石家庄铁道学院学报, 1996, 9(3): 69-73. https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT199603011.htm

    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]
    郑文忠, 齐岳. 轴心受压核心高强素混凝土短柱试验分析[J]. 哈尔滨工业大学学报, 2009, 41(12): 25-30. doi: 10.3321/j.issn:0367-6234.2009.12.005

    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]
    韩艳, 陈政清, 李开言. 在ANSYS中实现双肢薄壁桥墩参数优化设计的方法[J]. 铁道科学与工程学报, 2005, 2(6): 15-18. doi: 10.3969/j.issn.1672-7029.2005.06.003

    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]
    王良泽南, 冯宵, 刘飞鹏, 等. 基于ANSYS钢筋混凝土结构耦合分析[J]. 水资源与水工程学报, 2014, 25(6): 127-131. https://www.cnki.com.cn/Article/CJFDTOTAL-XBSZ201406027.htm

    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]
    杨卫忠, 刘伟. 砌体受压承载力计算[J]. 郑州大学学报: 工学版, 2003, 24(4): 50-54. doi: 10.3969/j.issn.1671-6833.2003.04.012

    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]
    贾圣明, 全学友, 秦士洪, 等. 蒸压粉煤灰砖砌体轴心受压长柱受力性能试验研究[J]. 建筑砌块与砌块建筑, 2008(6): 27-29. https://www.cnki.com.cn/Article/CJFDTOTAL-QKQK200806012.htm

    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]
    杨伟军, 祝晓庆, 马丽慧. 多功能混凝土空心砌块砌体受压承载力试验研究[J]. 长沙交通学院学报, 2006, 22(1): 32-35. https://www.cnki.com.cn/Article/CJFDTOTAL-CSJX200601006.htm

    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]
    徐春一. 蒸压粉煤灰砖砌体受力性能试验与理论研究[D]. 大连: 大连理工大学, 2011.

    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]
    周乃庄, 朱民生. 关于一般圬工桥墩纵向稳定折减系数φ的研究[J]. 铁道标准设计, 1962(9): 107-114. https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS196209013.htm

    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
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (941) PDF downloads(2334) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return