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.
Citation: 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.

Calculation methods of bearing capacities of eccentrically loaded concrete columns

More Information
  • Author Bio:

    CHEN Bao-chun(1958-), male, professor, PhD, +86-591-22865378, baochunchen@fzu.edu.cn

  • Received Date: 2013-08-21
  • Publish Date: 2014-02-25
  • By the application of the calculation methods of masonry columns and plain concrete columns in Codes for Design of Highway Masonry Bridges and Culverts (JTG D61—2005) and the calculation methods of reinforced concrete columns in Codefor Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts (JTG D62—2004), the loadcarrying capacities of 3 reinforced concrete arch bridges with the spans of 70, 160, 420 m were calculated respectively. The change rules of the bearing capacities of reinforced concrete columns were studied considering slenderness ratio, eccentricity, reinforcement ratio, and etc. The parameter ranges of the equivalent beam-column of concrete arches and the ultimate bearing capacities of masonry columns, plain concrete columns and reinforced concrete columns were analyzed. Analysis result shows that the bearing capacities calculated by JTG D61—2005 are greater than those calculated by JTG D62—2004 when reinforced concrete arches with low reinforcement ratio are treated as equivalent beam-column. For reinforced concrete columns with low reinforcement ratios and high slenderness ratios and eccentricities, the bearing capacities calculated by the formulas of reinforced concrete columns are smaller than those calculated by the formulas of masonry columns or plain concrete columns. Thus it can be seen that there areunreasonable factors in the calculation methods of eccentrically loaded concrete columns in two codes, which should be improved.

     

  • loading
  • [1]
    JTG D62—2004, code for design of highway reinforced concrete and prestressed concrete bridges and culverts[S]. (in Chinese).
    [2]
    JTG D61—2005, code for design of highway masonry bridges and culverts[S]. (in Chinese).
    [3]
    YANG Zhi-hua. Design of Wanxian Yangtze River Bridge[C]∥China Highway and Transportation Society. 2001Academic Symposium of China Highway and Transportation Society. Beijing: China Highway and Transportation Society, 2001: 208-221. (in Chinese).
    [4]
    WANG Guo-ding, ZHONG Sheng-bin. Arch Bridge[M]. 2nd Edition. Beijing: China Communications Press, 2000. (in Chinese).
    [5]
    HU Jiang-shun, CHEN Si-de, SU Ming-xing. Shuangtan Bridge—design on a reinforced concrete arch bridge[J]. Journal of China and Foreign Highway, 2008, 28 (4): 156-159. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200804046.htm
    [6]
    YIN Chao. Design on steel reinforced concrete-deck bowstring of large span arch bridge[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2010, 31 (1): 41-44. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HBSL201001011.htm
    [7]
    ZHANG Jie, LIU Hai-qing. Research on closure scheme of long-span box arch bridge[C]∥RADIC J, CHEN Bao-chun. Proceedings of Chinese-Croatian Joint Colloquium on Long Arch Bridges. Brijuni Islands: Croatian University of Zagred, 2008: 261-268.
    [8]
    GUO Zhen-hai, SHI Xu-dong. Reinforced Concrete Theory and Analyses[M]. Beijing: Tsinghua University Press, 2011. (in Chinese).
    [9]
    CHEN Jia-kui, CUI Jin. Secondary bending of eccentricallly loaded medium slender reinforced concrete columns[J]. Journal of Southwest Jiaotong University, 1980, 15 (3): 1-8. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT198003000.htm
    [10]
    VENKATASUBRAMANI G S, YOHANNAN J C, PARAMESWARAN P. Analytical and experimental investigation on eccentrically loaded slender reinforced concrete columns[J]. Journal of Structural Engineering, 2007, 33 (5): 391-400.
    [11]
    WEI Wei, LIU Yi, BAI Shao-liang. Ultimate load analysis of non-elastic stability of RC eccentrically compressed member[J]. Journal of Chongqing Jianzhu University, 2000, 22 (S): 80-86. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JIAN2000S1012.htm
    [12]
    CHUANG P H, KONG F K. Large-scale tests of hinged slender reinforced concrete columns under eccentric loading[R]. Singapore: Nanyang Technological University, 1994.
    [13]
    CHEN Jia-kui, CUI Jin. A proposed method of estimating the eccentricity magnification factorηspecified in TJ10—74code[J]. Journal of Southwest Jiaotong University, 1982, 17 (3): 13-28. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT198203001.htm
    [14]
    Construction Academy Building Research Institute. Collections of the Research on the Reinforced Concrete Structure[M]. Beijing: China Architecture and Building Press, 1977. (in Chinese).
    [15]
    China Academy of Buiding Research. Collections of the Research on the Reinforced Concrete Structure 2[M]. Beijing: China Architecture and Building Press, 1981. (in Chinese).
    [16]
    CHEN Bao-chun, YE Lin. The present situation and development of the concrete arch bridges in China[J]. Journal of China and Foreign Highway, 2008, 28 (2): 89-96. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200802027.htm
    [17]
    WEI Jian-gang, CHEN Bao-chun. Application and research advancement of long span concrete arch bridges abroad[J]. World Bridges, 2009 (2): 4-8. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL200902002.htm
    [18]
    YE Lin. Trial design of the flat steel web-concrete members[D]. Fuzhou: Fuzhou University, 2007. (in Chinese).
    [19]
    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). https://www.cnki.com.cn/Article/CJFDTOTAL-ZZGY200304012.htm
    [20]
    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 Construction, 2008 (6): 27-29. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QKQK200806012.htm
    [21]
    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
    [22]
    XU Chun-yi. Experimental and theoretical research on the mechanics behavior of autoclaverd fly ash brick masonry[D]. Dalian: Dalian University of Technology, 2011. (in Chinese).
    [23]
    YANG Guo-sheng, SHAO Lian-yin. Discussion on control of construction technology of steel concrete tied-arch bridge[J]. Road Machinery and Construction Mechanization, 2012, 29 (5): 70-73. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201205047.htm
    [24]
    ZHANG Hua. Construction of long-span tied arch bridge of lanxin railway[J]. Road Machinery and Construction Mechanization, 2012, 29 (3): 67-69. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201203028.htm
    [25]
    WANG Yin-fu, LIU Han-fu. The non-linear analysis of the longitudinal bending critical load of concrete and masonry piers[J]. Journal of Shjiazhuang Railway Institute, 1996, 9 (3): 69-73. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT199603011.htm

Catalog

    Article Metrics

    Article views (734) PDF downloads(701) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return