Volume 6 Issue 3
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2006  >  6(3): 57-61
DING Fa-xing, YU Zhi-wu. Mechanical behavior of concrete filled circular steel tubular stub columns with axial pre-stress in steel tube[J]. Journal of Traffic and Transportation Engineering, 2006, 6(3): 57-61.
Citation: DING Fa-xing, YU Zhi-wu. Mechanical behavior of concrete filled circular steel tubular stub columns with axial pre-stress in steel tube[J]. Journal of Traffic and Transportation Engineering, 2006, 6(3): 57-61.
shu

Mechanical behavior of concrete filled circular steel tubular stub columns with axial pre-stress in steel tube

  • School of Civil Engineering and Architecture, Central South University, Changsha 410075, Hunan, China

More Information
  • Author Bio:

    Ding Fa-xing(1979-), male, PhD, 86-731-2656540, dinfaxin@mail.csu.edu.cn

  • Received Date: 2005-11-27
  • Publish Date: 2006-09-25
    Abstract
  • Based on continuum mechanics, the calculation model for concrete filled circular steel tubes of concentric cylinders of circular steel tube with concrete core of entire section loaded with axial pre-stress in steel tube was determined, the theoretical calculation formulas for composite elastic modulus and composite stress-strain relationship of concrete filled circular steel tubular (CFST) stub columns with axial pre-stress in steel tube were presented, the axial stress-axial strain relationship of steel tube, the perimeter stress-strain relationship of steel tube, the axial stress-axial stain relationship and the radial stress-axial strain relationship of concrete core were analyzed, and the influence of the axial pre-stress ratio on mechanical behavior of columns was discussed.Analysis result indicates that the axial stiffness, radial stress, and axial strength of concrete core and the perimeter stress of steel tube decrease with the axial pre-stress increasing of steel tube, but the axial stress of steel tube increases, the confinement effect and ultimate capacity decrease, but the composite elastic modulus is hardly influenced.

     

    • FullText(HTML)
  • loading
    • References(9)
  • [1]
    蔡绍怀. 现代钢管混凝土结构[M]. 北京: 人民交通出版社, 2003.
    [2]
    Johansson M, Gylltoft K. Mechanical behavior of circular steelconcrete composite stub columns[J]. Journal of Engineering Mechanics, 2002, 128 (8): 1 073-1 081.
    [3]
    黄世娟, 钟善桐. 初应力对钢管混凝土轴压构件承载力影响的实验研究[J]. 哈尔滨建筑大学学报, 1995, 29 (6): 44-50. https://www.cnki.com.cn/Article/CJFDTOTAL-HEBJ606.007.htm

    Huang Shi-juan, Zhong Shan-tong. Experimental research of prestress effect on bearing capacity of concrete filled steel tubular axial compressive members[J]. Journal of Harbin University of Civil Engineering and Architecture, 1995, 29 (6): 44-50. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HEBJ606.007.htm
    [4]
    王玉银. 圆钢管高强混凝土轴压短柱基本性能研究[D]. 哈尔滨: 哈尔滨工业大学, 2003.
    [5]
    丁发兴, 余志武. 钢管混凝土基本力学性能研究—理论分析[J]. 工程力学, 2005, 22 (1): 173-181. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200501030.htm

    Ding Fa-xing, Yu Zhi-wu. Theoretical analysis of mechanical properties of concrete filled tubular steel stub columns[J]. Engineering Mechanics, 2005, 22 (1): 173-181. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200501030.htm
    [6]
    丁发兴, 余志武. 圆钢管混凝土轴压短柱受力机理影响因素分析[J]. 铁道科学与工程学报, 2006, 3 (1): 6-11. doi: 10.3969/j.issn.1672-7029.2006.01.002

    Ding Fa-xing, Yu Zhi-wu. Parameters analysis of the behavior of concrete filled circular steel tubular stub columns[J]. Journal of Railway Science and Engineering, 2006, 3 (1): 6-11. (in Chinese) doi: 10.3969/j.issn.1672-7029.2006.01.002
    [7]
    丁发兴, 余志武. 圆钢管自密实混凝土纯弯力学性能研究[J]. 交通运输工程学报, 2006, 6 (1): 63-68. doi: 10.3321/j.issn:1671-1637.2006.01.013

    Ding Fa-xing, Yu Zhi-wu. Pure bending properties of self-compacting concrete filled circular steel tube[J]. Journal of Traffic and Transportation Engineering, 2006, 6 (1): 63-68. (in Chinese). doi: 10.3321/j.issn:1671-1637.2006.01.013
    [8]
    陈宝春, 陈友杰, 王来永, 等. 钢管混凝土偏心受压应力-应变关系模型研究[J]. 中国公路学报, 2004, 17 (1): 24-28. doi: 10.3321/j.issn:1001-7372.2004.01.006

    Chen Bao-chun, Chen You-jie, Wang Lai-yong, et al. Study of stress-strain relation of concrete filled steel tubular eccentric compression column[J]. China Journal of Highway and Transport, 2004, 17 (1): 24-28. (in Chinese) doi: 10.3321/j.issn:1001-7372.2004.01.006
    [9]
    尧国皇, 韩林海. 钢管混凝土轴压与纯弯荷载-变形关系曲线实用计算方法研究[J]. 中国公路学报, 2004, 17 (4): 50-54. doi: 10.3321/j.issn:1001-7372.2004.04.011

    Yao Guo-huang, Han Lin-hai. Research on applied calculation method of load versus deformation relation curve of CFST subjected to axial compression and pure bending[J]. China Journal of Highway and Transport, 2004, 17 (4): 50-54. (in Chinese) doi: 10.3321/j.issn:1001-7372.2004.04.011
    • 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 (221) PDF downloads(454) 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