Volume 8 Issue 2
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2008  >  8(2): 34-39
WEI Jian-gang, CHEN Bao-chun. Analysis on rib rigidity of concrete filled steel tubular arch bridge[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 34-39.
Citation: WEI Jian-gang, CHEN Bao-chun. Analysis on rib rigidity of concrete filled steel tubular arch bridge[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 34-39.
shu

Analysis on rib rigidity of concrete filled steel tubular arch bridge

  • School of Civil Engineering, Fuzhou University, Fuzhou 350002, Fujian, China

More Information
  • Author Bio:

    Wei Jian-gang(1971-), male, PhD, associate researcher, +86-591-87892620, weijg@fzu.edu.cn

  • Received Date: 2007-10-21
  • Publish Date: 2008-04-25
    Abstract
  • In order to study the effect of tube rigidity on the mechanical character of truss CFST(concrete filled steel tubular)arch bridge, a true arch bridge was taken as sample, and the parameter analysis for the rigidity was carried out by using finite element model.Based on the investigation of section composition for arch rib, a suggestion was presented to calculate tube rigidity, in which the rigidity reduced factor of concrete was adopted as 1.0 or 0.4 for different calculation demands.Analysis result indicates that for internal force, the rate of calculation value to reality value is between 1.2 and 1.5, for deformation the rate is between 1.5 and 1.9.So, the suggestion can secure some safety reserve for the design of truss CFST arch bridge.

     

    • FullText(HTML)
  • loading
    • References(14)
  • [1]
    陈宝春. 钢管混凝土拱桥计算理论研究进展[J]. 土木工程学报, 2003, 36(12): 47-57.

    Chen Bao-chun. State-of-the-art theory of calculationfor concrete-filled steel tubular arch bridge[J]. China Civil Engineering Journal, 2003, 36(12): 47-57. (in Chinese)
    [2]
    陈宝春, 杨亚林. 钢管混凝土拱桥调查与分析[J]. 世界桥梁, 2006, 34(2): 73-77.

    Chen Bao-chun, Yang Ya-lin. Investigation and analysis of concrete-filled steel tube arch bridges[J]. World Bridges, 2006, 34(2): 73-77. (in Chinese)
    [3]
    王来永, 陈宝春, 孙潮. 钢管混凝土设计方法比较[J]. 工程力学, 2001, 18(增刊): 544-548.

    Wang Lai-yong, Chen Bao-chun, Sun Chao. Comparison of design methods for CFST[J]. Engineering Mechanics, 2001, 18(S): 544-548. (in Chinese)
    [4]
    卢辉. 世界各国规程钢管混凝土构件抗弯承载力及抗弯刚度的对比[J]. 福建建筑, 2005, 23(2): 127-130.

    Lu Hui. Comparison on ultimate flexural bearing capacity and flexural stiffness of concrete filled steel tubes calculated by different design codes[J]. Fujian Architecture & Construction, 2005, 23(2): 127-130. (in Chinese)
    [5]
    陈宝春, 韦建刚. 钢管混凝土(单圆管)拱肋刚度对其动力特性的影响[J]. 地震工程与工程振动, 2004, 24(3): 105-109.

    Chen Bao-chun, Wei Jian-gang. Effect of rigidities of concrete filled steel tubular(single tube)arch rib on its dynamic characteristics[J]. Earthquake Engineering and Engineering Vibration, 2004, 24(3): 105-109. (in Chinese)
    [6]
    韦建刚, 陈宝春, 彭桂翰. 钢管混凝土单圆管拱刚度取值对静力计算的影响[J]. 公路交通科技, 2004, 21(11): 47-51.

    Wei Jian-gang, Chen Bao-chun, Peng Gui-han. Analysis of rigidity of concrete filled steel tubular (single tube) arch[J]. Journal of Highway and Transportation Research and Development, 2004, 21(11): 47-51. (in Chinese)
    [7]
    韦建刚, 王加迫, 陈宝春. 钢管混凝土哑铃形拱肋设计刚度取值问题研究[J]. 福州大学学报: 自然科学版, 2007, 35(4): 582-587.

    Wei Jian-gang, Wang Jia-po, Chen Bao-chun. Analysis of rigidity in design for CFST dumbbell-rib arch bridges[J]. Journal of Fuzhou University: Natural Science Edition, 2007, 35(4): 582-587. (in Chinese)
    [8]
    CECS 28: 90, 钢管混凝土结构设计与施工规程[S].
    [9]
    JCJ 01—89, 钢管混凝土结构设计与施工规程[S].
    [10]
    DL/T 5085—1999, 钢-混凝土组合结构设计规程[S].
    [11]
    LRFD-US-3-12, Load and resistance factor design specifica-tion for structural steel buildings[S].
    [12]
    BS5400, British standards part 5: concrete and composite bridges[S].
    [13]
    AIJ 1997, Recommendations for design and construction of concrete filled tubular structures[S].
    [14]
    Chen Bao-chun. Nonlinear characteristics and ultimate loadcarrying capacity of concrete filledtubular arch[D]. Kyushu: Kyushu University, 2003.
    • 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 (231) PDF downloads(427) 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