• 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 4
Jul.  2018
Turn off MathJax
Article Contents
Journal of Southwest Jiaotong University  > 2018  >  53(4): 670-678.
ZHANG Qinghua, CHENG Zhenyu, LIAO Guixing, BU Yizhi, LI Qiao. Optimal Design of Corrugated Steel Deck Plate-UHPC Layer Composite Deck[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 670-678. doi: 10.3969/j.issn.0258-2724.2018.04.002
Citation: ZHANG Qinghua, CHENG Zhenyu, LIAO Guixing, BU Yizhi, LI Qiao. Optimal Design of Corrugated Steel Deck Plate-UHPC Layer Composite Deck[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 670-678. doi: 10.3969/j.issn.0258-2724.2018.04.002
shu

Optimal Design of Corrugated Steel Deck Plate-UHPC Layer Composite Deck

doi: 10.3969/j.issn.0258-2724.2018.04.002
  • Received Date: 21 Oct 2016
  • Publish Date: 01 Aug 2018
    Abstract
  • In order to solve the fatigue problem of orthotropic steel bridge decks, an innovative corrugated steel plate-UHPC (ultra-high performance concrete) layer composite deck structure is proposed based on the cause of the fatigue problems and the basic approaches used to improve the anti-fatigue performance. First, the major design parameters that significantly impact mechanical properties and the corresponding ranges of the parameter values were determined using parametric analysis. A model based on the BP artificial neural network was developed to determine the optimal design of the innovative structure system. Finally, the fatigue performance of the optimal structure was studied. The results show that the number of geometric discontinuity locations and weld joints are decreased, while the local stiffness of the deck plate is increased. According to the results of the parametric analysis, the height of the corrugated steel plate and the width of the top and bottom horizontal parts of the plate play important roles in structure mechanical characteristics. The proposed optimal design model based on the BP(back propagation) artificial neural network is suitable for the optimal design of innovative structure systems, and the maximum error is 4.4%. The innovative bridge deck has good fatigue performance, and its fatigue life is over 200 years, which provides a comprehensive solution to the fatigue problem and has good potential for further development and application.

     

    • FullText(HTML)
  • loading
    • References(26)
  • WOLCHUK R. Lessons from weld cracks in orthotropic decks on three European bridges[J]. Journal of Structural Engineering, 1990, 116(1):75-84. doi: 10.1061/(ASCE)0733-9445(1990)116:1(75)
    CONNOR R, FISHER J W, GATTI W, et al. Manual for design, construction, and maintenance of orthotropic steel deck bridges[J]. Integral Leadership Review, 2012(5):5-8. http://trid.trb.org/view/2012/M/1139894
    《中国公路学报》编辑部.中国桥梁工程学术研究综述·2014[J].中国公路学报, 2014, 27(5):1-96. doi: 10.3969/j.issn.1001-7372.2014.05.001

    Editorial Department of China Journal of Highway and Transport. Review on China's bridge engineering research·2014[J]. China Journal of Highway and Transport, 2014, 27(5):1-96. doi: 10.3969/j.issn.1001-7372.2014.05.001
    崔闯, 刘益铭, 廖贵星, 等.正交异性钢桥面板焊接接头疲劳评估方法[J].西南交通大学学报, 2015, 50(6):1011-1017. doi: 10.3969/j.issn.0258-2724.2015.06.006

    CUI Chuang, LIU Yiming, LIAO Guixing, et al. Fatigue evaluation approaches of welded joints on Orthotropic steel bridge deck[J]. Journal of Southwest Jiaotong University, 2015, 50(6):1011-1017. doi: 10.3969/j.issn.0258-2724.2015.06.006
    卫星, 姜苏.基于断裂力学的钢桥面肋-板接头疲劳寿命预测[J].西南交通大学学报, 2017, 52(1):16-22. doi: 10.3969/j.issn.0258-2724.2017.01.003

    WEI Xing, JIANF Su. Fatigue life prediction on rib-to-deck welded joints of steel bridge deck based on LEFM[J]. Journal of Southwest Jiaotong University, 2017, 52(1):16-22. doi: 10.3969/j.issn.0258-2724.2017.01.003
    张清华, 卜一之, 李乔.正交异性钢桥面板疲劳问题的研究进展[J].中国公路学报, 2017, 30(3):14-30. doi: 10.3969/j.issn.1001-7372.2017.03.002

    ZHANF Qinghua, BU Yizhi, LI Qiao. Review on fatigue problem of orthotropic steel bridge deck[J]. China Journal of Highway and Transport, 2017, 30(3):14-30. doi: 10.3969/j.issn.1001-7372.2017.03.002
    孟凡超, 张清华, 谢红兵, 等.抗疲劳钢桥面板关键技术[M].北京:人民交通出版社, 2015:5-18.
    MIZUGUCHI K, YAMADA K, IWASAKI M, et al. Rationalized steel deck structure and large model test for developing new type of structure[C]//Proc. Int. Sacramento: Orthotropic Bridge Conf., ASCE, 2004: 675-688.
    WOLCHUK R. Prefabricating standard orthotropic steel decks[J]. Modern Steel Construction, 2006, 12:49-51. http://d.old.wanfangdata.com.cn/NSTLQK/NSTL_QKJJ029974391/
    邓文中.正交异性板的一个新构思[J].桥梁, 2007, 4:43-50. http://www.ingentaconnect.com/content/iabse/report/2007/00000093/00000031/art00003

    DENG Wenzhong. A new idea of the orthotropic deck plate[J]. Bridge, 2007, 4:43-50. http://www.ingentaconnect.com/content/iabse/report/2007/00000093/00000031/art00003
    葛耀君, 项海帆.桥梁工程可持续发展的理念与使命[C]//第十九届全国桥梁学术会议论文集.上海: [出版者不详], 2010: 15-31.
    陈华婷, 迟啸起, 黄艳.正交异性板纵肋-盖板连接的疲劳应力对比分析[J].桥梁建设, 2012, 42(6):22-26. http://www.cqvip.com/QK/92467X/201206/44318071.html

    CHEN Huating, CHI Xiaoqi, HUANG Yan. Comparative analysis of fatigue stress in longitudinal rib and cover plate joints of orthotropic steel deck plate[J]. Bridge Construction, 2012, 42(6):22-26. http://www.cqvip.com/QK/92467X/201206/44318071.html
    JONG D. Renovation techniques for fatigue cracked orthotropic steel bridge decks[D]. Netherlands: Delft University of Technology, 2007.
    YA S, YAMADA K, ISHIKAWA T. Fatigue evaluation of rib-to-deck welded joints of orthotropic steel bridge deck[J]. Journal of Bridge Engineering, 2011, 16(4):492-499. doi: 10.1061/(ASCE)BE.1943-5592.0000181
    MURAKOSHI J, YANADORI N, ISHⅡ H. Research on steel fiber reinforced concrete pavement for orthotropic steel deck as a countermeasure for fatigue[C]//Proc., 2nd Int. Sacramento: Orthotropic Bridge Conf., ASCE, 2008: 359-371.
    SHAO Xudong, YI Dutao, HUANG Zhenyu, et al. Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin UHPC layer[J]. Journal of Bridge Engineering, 2013, 18(5):417-428. doi: 10.1061/(ASCE)BE.1943-5592.0000348
    丁楠, 邵旭东.轻型组合桥面板的疲劳性能研究[J].土木工程学报, 2015, 48(1):74-81. http://d.old.wanfangdata.com.cn/Thesis/Y3206358

    DING Nan, SHAO Xudong. Study on fatigue performance of light-weighted composite bridge deck[J]. China Civil Engineering Journal, 2015, 48(1):74-8. http://d.old.wanfangdata.com.cn/Thesis/Y3206358
    LORENC W, KOZ·CH M, ROWIN'KI S. The behaviour of puzzle-shaped composite dowels-part Ⅰ:experimental study[J]. Journal of Constructional Steel Research, 2014, 101(10):482-499. http://www.sciencedirect.com/science/article/pii/S0143974X14001540
    LORENC W, KOZ·CH M, ROWIN'KI S. The behaviour of puzzle-shaped composite dowels-part Ⅱ:theoretical investigations[J]. Journal of Constructional Steel Research, 2014, 101(10):500-518. http://www.sciencedirect.com/science/article/pii/S0143974X14001540
    宋随弟, 黄博, 祝兵, 等.预应力PBL剪力键的承载能力试验研究[J].西南交通大学学报, 2017, 52(4):647-654. doi: 10.3969/j.issn.0258-2724.2017.04.001

    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):647-654. doi: 10.3969/j.issn.0258-2724.2017.04.001
    廖贵星.新型波形顶板正交异性钢板-UHPC组合桥面板疲劳性能研究[D].成都: 西南交通大学, 2016. http://www.wanfangdata.com.cn/details/detail.do?_type=degree&id=Y3038981
    KIM H Y, JEONG Y J. Ultimate strength of a steel-concrete composite bridge deck slab with profiled sheeting[J]. Engineering Structures, 2010, 32(2):534-546. doi: 10.1016/j.engstruct.2009.10.014
    苏庆田, 田乐, 曾明根, 等.正交异性折形钢板-混凝土组合桥面板基本性能研究[J].工程力学, 2016, 33(增刊1):138-142. http://www.cnki.com.cn/Article/CJFDTotal-GCLX2016S1025.htm

    SU Qingtian, TIAN Le, ZENG Minggen, et al. Research on basic performance of composite bridge decks with orthotropic corrugated steel plates and concrete[J]. Engineering Mechanics, 2016, 33(sup.1):138-142. http://www.cnki.com.cn/Article/CJFDTotal-GCLX2016S1025.htm
    郭亚军.综合评价理论、方法及应用[M].北京:科学出版社, 2007:45-48.
    谢延敏, 何育军, 田银.基于RBF神经网络模型的板料成形变压边力优化[J].西南交通大学学报, 2016, 51(1):121-127. doi: 10.3969/j.issn.0258-2724.2016.01.018

    XIE Yanmin, HE Yujun, TIAN Yin. Optimization of variable blank holder forces in sheet metal forming based on RBF neural network model[J]. Journal of Southwest Jiaotong University, 2016, 51(1):121-127. doi: 10.3969/j.issn.0258-2724.2016.01.018
    张德丰. MATLAB神经网络编程[M].北京:化学工业出版社, 2011:24-42.
    • 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(8)  / Tables(5)

    Get Citation
    PDF
    XML
    Article views(589) PDF downloads(135) 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