• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 54 Issue 4
Jul.  2019
Turn off MathJax
Article Contents
Journal of Southwest Jiaotong University  > 2019  >  54(4): 701-708, 723.
YE Huawen, WANG Liwu, ZHANG Qing, XU Xun, WEI Xing. Trigonometric Series Solution of Bending Deformation for Composite Beam with Steel Corrugated Webs[J]. Journal of Southwest Jiaotong University, 2019, 54(4): 701-708, 723. doi: 10.3969/j.issn.0258-2724.20170277
Citation: YE Huawen, WANG Liwu, ZHANG Qing, XU Xun, WEI Xing. Trigonometric Series Solution of Bending Deformation for Composite Beam with Steel Corrugated Webs[J]. Journal of Southwest Jiaotong University, 2019, 54(4): 701-708, 723. doi: 10.3969/j.issn.0258-2724.20170277
shu

Trigonometric Series Solution of Bending Deformation for Composite Beam with Steel Corrugated Webs

doi: 10.3969/j.issn.0258-2724.20170277
  • Received Date: 14 Apr 2017
  • Rev Recd Date: 30 May 2017
    • Available Online: 25 Apr 2019
  • Publish Date: 01 Aug 2019
    Abstract
  • In order to study the influence of shear deformation on the bending deformation of composite beams with steel corrugated steel webs, trigonometric series solution was introduced to simulate the deformation of the components (web and flange) of the beam according to the plane-section assumption, and a theoretical model was presented on the basis of the principle of minimum potential energy. Then, analytical solutions and respective simplified forms were derived for simply supported and cantilever corrugated steel web girder cases under uniform distribution and mid-span concentrated load. Furthermore, a limit value of depth-span ratio was suggested to estimate the influence of shear deformation with regard to magnifying coefficient of deflection. Validity and usability of the analytical solution and the model were determined by the finite element method. The results show that the presented method has advantages of ease in boundary condition and deduce, high reliability and universal applicability, and can be referred for deflection design of steel corrugated steel web beam.

     

    • FullText(HTML)
  • loading
    • References(16)
  • 李淑琴, 万水, 乐斐. 波形钢腹板PC组合箱梁桥结构分析与实例[M]. 北京: 人民交通出版社, 2015: 5-10
    胡华万,李俊,强士中. 波形钢腹板PC组合箱梁剪切屈曲性能研究[J]. 铁道工程学报,2011(2): 80-83. doi: 10.3969/j.issn.1006-2106.2011.02.016

    HU Huawan, LI Jun, QIANG Shizhong. Study on shear buckling property of corrugated steel web PC combined box girder[J]. Journal of Railway Engineering Society, 2011(2): 80-83. doi: 10.3969/j.issn.1006-2106.2011.02.016
    吴文清,叶见曙,万水. 波形钢腹板-混凝土组合箱梁截面变形的拟平截面假定及其应用研究[J]. 工程力学,2005,22(5): 177-180. doi: 10.3969/j.issn.1000-4750.2005.05.032

    WU Wenqing, YE Jianshu, WAN Shui. Quasi plane assumption and its application in steel-concrete composite box girders with corrugated steel webs[J]. Engineering Mechanics, 2005, 22(5): 177-180. doi: 10.3969/j.issn.1000-4750.2005.05.032
    李宏江,叶见曙,万水,等. 剪切变形对波形钢腹板箱梁挠度的影响[J]. 交通运输工程学报,2002,2(4): 17-20. doi: 10.3321/j.issn:1671-1637.2002.04.004

    LI Hongjiang, YE Jianshu, WAN Shui, et al. Inf luence of shear deformation on def lection of box girder with corrugated steel webs[J]. Journal of Traffic and Transportation Engineering, 2002, 2(4): 17-20. doi: 10.3321/j.issn:1671-1637.2002.04.004
    苏俭,刘钊. 波形钢腹板箱梁桥考虑剪切变形影响的挠度计算方法[J]. 中外公路,2010,30(3): 143-147.

    SU Jian, LIU Zhao. Deflection calculation of girder bridge with corrugated steel web with consideration of shear deformation[J]. Journal of China & Foreign Highway, 2010, 30(3): 143-147.
    李立峰,刘志才,王芳. 波形钢腹板组合箱梁弹性阶段弯曲理论及模型试验研究[J]. 公路交通科技,2008,25(1): 69-73. doi: 10.3969/j.issn.1002-0268.2008.01.013

    LI Lifeng, LIU Zhicai, WANG Fang. Research on flexure theory at elastic stage and model test of composite box-girder with corrugated steel webs[J]. Journal of Highway and Transportation Research and Development, 2008, 25(1): 69-73. doi: 10.3969/j.issn.1002-0268.2008.01.013
    MACHIMDAMRONG C, WATANABE E, UTSUNOMIYA T. An extended elastic shear deformable beam theory and its application to corrugated steel web girder[J]. Journal of Structural Engineering, 2003(49A): 29-38.
    贺君,刘玉擎,陈艾荣,等. 折腹式组合梁桥考虑剪切变形的挠度计算[J]. 同济大学学报(自然科学版),2009,37(4): 440-444.

    HE Jun, LIU Yuqing, CHEN Airong, et al. Deflection calculation of composite girder bridge with corrugated steel web with consideration of shear deformation[J]. Journal of Tongji University (Natural Science), 2009, 37(4): 440-444.
    聂建国,李法雄,樊健生. 波形钢腹板梁变形计算的有效刚度法[J]. 工程力学,2012,29(8): 71-79.

    NIE Jianguo, LI Faxiong, FAN Jiansheng. Effective stiffness method for calculating deflection of corrugated web girder[J]. Engineering Mechanics, 2012, 29(8): 71-79.
    JOHNSON R P, CAFOLLA J. Corrugated webs in plate girders for bridge[J]. Proceedings of Institute of Civil Engineering Structure and Bridge, 1997, 123: 157-164.
    宋随弟,黄博,祝兵,等. PBL剪力键承载能力研究[J]. 西南交通大学学报,2017,52(4): 1-8. doi: 10.3969/j.issn.1009-4474.2017.04.001

    SONG Suidi, HUANG Bo, ZHU Bing, et al. Analysis of the bearing capacity of PBL shear connector[J]. Journal of Southwest Jiaotong University, 2017, 52(4): 1-8. doi: 10.3969/j.issn.1009-4474.2017.04.001
    李宏江,叶见曙,万水,等. 波形钢腹板预应力混凝土箱梁的试验研究[J]. 中国公路学报,2004,17(4): 34-39.

    LI Hongjiang, YE Jianshu, WAN Shui, et al. Experimental research on prestressed concrete box girder with corrugated steel webs[J]. China Journal of Highway and Transport, 2004, 17(4): 34-39.
    刘志才. 波形钢腹板组合箱梁抗剪及抗弯分析[D]. 长沙: 湖南大学, 2007
    王芳. 波形钢腹板组合箱梁力学性能试验研究[D]. 长沙: 湖南大学, 2007
    HUANG L, HIKOSAKA H, KOMINE K. Simulation of accordion effect in corrugated steel web with concrete flanges[J]. Computers & structures, 2004, 82(23): 2061-2069.
    METWALLY A, LOOV R E. Corrugated steel webs for prestressed concrete girders[J]. Materials and Structures, 2003, 36(2): 127-134. doi: 10.1007/BF02479526
    • 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

    Figures(5)  / Tables(1)

    Get Citation
    PDF
    XML
    Article views(492) PDF downloads(17) Cited by()
    Proportional views
    Related

    Copyright © 2009 Journal of Southwest Jiaotong University

    Address: RM449 & 451, Administrative Building, Xipu Campus, Southwest Jiaotong University Western Hi-tech Zone, Chengdu, Sichuan 611756, P. R. China

    Tel: 028-66367562Fax: 028-66366552Email: xbz@home.swjtu.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  support: info@rhhz.net

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return