Volume 9 Issue 3
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2009  >  9(3): 11-18
DI Jin, ZHOU Xu-hong, QIAO Peng, KONG Xiang-fu, YU Kun, HOU Jian. Shear buckling property of corrugated steel webs[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 11-18. doi: 10.19818/j.cnki.1671-1637.2009.03.002
Citation: DI Jin, ZHOU Xu-hong, QIAO Peng, KONG Xiang-fu, YU Kun, HOU Jian. Shear buckling property of corrugated steel webs[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 11-18. doi: 10.19818/j.cnki.1671-1637.2009.03.002
shu

Shear buckling property of corrugated steel webs

doi: 10.19818/j.cnki.1671-1637.2009.03.002
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, Gansu, China

  • 3.

    School of Civil Engineering, Hunan University, Changsha 410082, Hunan, China

  • 4.

    Shandong Provincial Communications Planning and Design Institute, Jinan 250031, Shandong, China

Funds:

Science and Technology Project of Western Traffic Construction of China 200531822315

Science and Technology Project of Communications of Shandong Province 2005Y017

More Information
  • Author Bio:

    DI Jin(1972-), Male, Miluo, Hunan, Associate Professor of Changʾan University, Doctoral Student, Research on Steel Structure and Stee-l concrete Composite Structure Bridges, +86-29-82334828, dijin@chd.edu.cn

  • Received Date: 2009-02-17
  • Publish Date: 2009-06-25
    Abstract
  • 16 different specimens of corrugated steel web were designed to study the shear buckling property of corrugated steel web, through changing the configuration parameters of corrugated steel web, including overall sizes, thickness and width of corrugated plate, height and angle of setback.Shear buckling test of the specimens were carried out in laboratory.Their structure deformations, stress distributions, shear buckling loads and shear buckling modes were obtained.The influences of above various parameters on the shear buckling loads and buckling modes were analyzed.Analysis result shows that according to the buckling features, the failures of corrugated steel webs with different configuration parameters can be classified into three kinds of main buckling modes.With the increases of overall sizes, angle of setback, thickness of corrugated plate, and the decrease of height of setback, the shear buckling loads of corrugated steel webs rise.The ratio of overall height to width makes little contribution to the buckling loads.

     

    • FullText(HTML)
  • loading
    • References(11)
  • [1]
    EASLEYJ T. Buckling formulas for corrugated metal sheardiaphragms[J]. Journal of the Structure Division, 1975, 101(7): 1403-1417.
    [2]
    EASLEY J T, MCFARLAND D E. Buckling of light-gagecorrugated metal shear diaphragms[J]. Journal of the StructureDivision, 1969, 95(7): 1497-1516.
    [3]
    ELGAALY M, HAMILTON R W. Shear strength of beamswith corrugated webs[J]. Journal of Structural Engineering, 1996, 122(4): 390-398.
    [4]
    ELGAALY M, SESHADRI A, HAMILTON R W. Bendingstrength of steel beams with corrugated webs[J]. Journal ofStructural Engineering, 1997, 123(6): 772-782. doi: 10.1061/(ASCE)0733-9445(1997)123:6(772)
    [5]
    SONGJian-yong, RENG Hong-wei, NIEJian-guo. Nonlinearshear buckling analysis of corrugated steel webs[J]. Journal ofHighway and Transportation Research and Development, 2005, 22(11): 89-92. (in Chinese)
    [6]
    SONG Jian-yong. Study on mechanical properties of externally prestressed composite beams with corrugated steel webs[D]. Harbin: Harbin Institute of Technology, 2003. (in Chinese)
    [7]
    WANG Fu-min, ZHOU Chang-xiao. Experi mental study onstability of box girder with corrugated steel webs[J]. Technology of Highway and Transport, 2003(5): 53-56. (in Chinese)
    [8]
    ZHOU Chang-xiao, WANG Fu-min, SONG Qiong-yao. Theoretical analysis and experi mental research of corrugatedsteel web stability[J]. Technology of Highway and Transport, 2005(1): 55-57. (in Chinese)
    [9]
    KONG Xiang-fu. Study on the design theory of prestressedconcrete box girder with corrugated steel webs[D]. Xi'an: Chang'an University, 2007. (in Chinese)
    [10]
    ZHOU Xu-hong, KONG Xiang-fu, HOUJian, et al. Shearmechanical property of composite box girder with corrugatedsteel webs[J]. China Journal of Highway and Transport, 2007, 20(2): 77-82. (in Chinese)
    [11]
    HOU Jian. Research on shear behavior of prestressedconcrete composite box girder with corrugated steel webs[D]. Xi'an: Chang'an University, 2007. (in Chinese)
    • 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 (319) PDF downloads(160) 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