• 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 31 Issue 1
Jan.  2018
Turn off MathJax
Article Contents
HUANG Zuwei, LEI Junqing, TANG Jishun. Application Study on Grillage Method for Multiple-Cells Box Girder with Transverse Slope[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 56-63. doi: 10.3969/j.issn.0258-2724.2018.01.007
Citation: HUANG Zuwei, LEI Junqing, TANG Jishun. Application Study on Grillage Method for Multiple-Cells Box Girder with Transverse Slope[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 56-63. doi: 10.3969/j.issn.0258-2724.2018.01.007

Application Study on Grillage Method for Multiple-Cells Box Girder with Transverse Slope

doi: 10.3969/j.issn.0258-2724.2018.01.007
  • Received Date: 07 Dec 2015
  • Publish Date: 25 Feb 2018
  • Mechanical properties of multiple-cells box girder with the transverse slope were analyzed in order to study the factors when using the grillage method. Based on the grillage method, formulas for multiple-cells box girder with tte transverse slope were derived while rationality of considering the transverse slope was discussed. Parameter analysis was done by adopting numerical simulation. Contrastive analysis on mechanical characteristic were done by changing the parameters such as loading positions, width-span ratios of box girder, cross slope angles. The results show that the error in computing characteristic value of grillage section rigidity is decreased up to 12.12% when the transverse slope is considered. The calculated results of grillage model fit the results of solid model, however, distortion cannot be reflect in the grillage model of multiple-cells box girder. The improvement of calculation precision is mainly appear on lateral displacement. Transverse slope would be considered in the grillage model if width-span ratio is greater than 0.8. Vertical displacement of cross section is increased linearly up to 758% when the transverse slope is change from 0 to 2%.

     

  • loading
  • 张凯, 张俊平.梁格法在变宽多室梁桥结构分析中的应用[J].广东土木与建筑, 2009, 9:41-43. http://www.cqvip.com/Main/Detail.aspx?id=32261099

    ZHANG Kai, ZHANG Junping. Application of grillage method in structure analysis for broadens multi-chamber box girder bridge[J]. Guangdong Architecture Civil Engineering, 2009, 9:41-43. http://www.cqvip.com/Main/Detail.aspx?id=32261099
    YI L Y. The application of grillage method in analyzing box girder structure[J]. Applied Mechanics & Materials, 2011, 55/56/57:1034-1039. http://www.scientific.net/AMM.55-57.1034
    SHREEDHAR R, KHARDE R. Comparative study of grillage method and finite element method of RCC bridge deck[J]. International Journal of Scientific & Engineering Research, 2013, 4(2):1-10.
    SADEGHI J, FATHALI M. Grillage analogy applications in analysis of bridge decks[J]. Australian Journal of Civil Engineering, 2012, 10(1):23-36. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=98834109695f3038a7836259bf08759d
    虞谨菲.剪力柔性梁格法在异形箱梁桥分析中的应用[D].西安: 长安大学, 2009.
    刘瑶.梁格法在分析梁梁结构中的应用[D].哈尔滨: 东北林业大学, 2007.
    张稳.梁格法在多室宽箱梁桥中的研究与应用[D].武汉: 武汉理工大学, 2014.
    张发春, 杨昌正.梁格法在弯箱梁桥上的分析及应用[J].重庆交通大学学报, 2008, 27(1):13-16. doi: 10.3969/j.issn.1674-0297.2008.01.004

    ZHANG Fachun, YANG Changzheng. Analysis and application of grillage method to curved girder bridge[J]. Journal of Chongqing Jiaotong University, 2008, 27(1):13-16. doi: 10.3969/j.issn.1674-0297.2008.01.004
    陈晶, 消文杰.基于梁格法的异型箱梁有限元计算分析[J].河南科技, 2015, 46(3):105-107. http://d.old.wanfangdata.com.cn/Periodical/hnkj201506037

    CHEN Jing, XIAO Wenjie. The finite element calculation and analysis of irregular box girder beam based on grillage method[J]. Journal of Henan Science and Technology, 2015, 46(3):105-107. http://d.old.wanfangdata.com.cn/Periodical/hnkj201506037
    宋明曦.多室宽箱梁实用计算方法研究[D].重庆: 重庆交通大学, 2013.
    陆光闾, 曹中银, 徐科英, 等.城市高架弧形底宽箱梁桥横向效应分析[J].中国市政工程, 2004(4):17-20. doi: 10.3969/j.issn.1004-4655.2004.04.007

    LU Guanglv, CAO Zhongyin, XU Keying, et al. Analysis on transverse effect of urban elevated bridge with broad box girders of arc bottom[J]. China Municipal Engineering, 2004(4):17-20. doi: 10.3969/j.issn.1004-4655.2004.04.007
    苏巨峰.多室连续梁桥横向受力分析研究[D].西安: 长安大学, 2013.
    姜军, 蒲黔辉, 勾红叶.连续刚构拱组合桥锚固区局部应力模型试验[J].西南交通大学学报, 2011, 46(5):726-731. doi: 10.3969/j.issn.0258-2724.2011.05.003

    JIANG Jun, PU Qianhui, GOU Hongye. Model test for local stress distribution in anchorage zones of continuous rigid frame compostie arch bridge[J]. Journal of Southwest Jiaotong University, 2011, 46(5):726-731. doi: 10.3969/j.issn.0258-2724.2011.05.003
    HAMBLY E C. Bridge deck behaviour[M].London:Chapman and Hall, 1976:145-150.
    HAMBLY E C, PENNELLS E. Grillage analysis applied to cellular bridge decks[J]. Structural Engineer, 1975, 53(7):267-274. http://trid.trb.org/view.aspx?id=35563
    戴公连, 李德建.桥梁结构空间分析设计方法与应用[M].北京:人民交通出版社, 2001:15-37.
    肖汝诚.桥梁结构分析及程序系统[M].北京:人民交通出版社, 2002:28-31.
    李小珍, 肖军, 刘德军, 等.局部应力差异对压杆弹性稳定的影响[J].西南交通大学学报, 2015, 50(6):971-976. doi: 10.3969/j.issn.0258-2724.2015.06.001

    LI Xiaozhen, XIAO Jun, LIU Dejun, et al. Influence of local stress variance on elastic stability of compression bar[J]. Journal of Southwest Jiaotong University, 2015, 50(6):971-976. doi: 10.3969/j.issn.0258-2724.2015.06.001
  • 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(9)  / Tables(4)

    Article views(557) PDF downloads(85) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return