Mechanical behaviour of continuous girder bridge with corrugated steel webs constructed by RW

被引:0
|
作者
Bai Zhiping [1 ]
Cheng Qian [2 ]
Wang Zhangming [3 ]
Liu Tiancheng [2 ]
An Jin [4 ]
机构
[1] Inner Mongolia Senior Highway Construct & Dev Co, Hohhot 010051, Peoples R China
[2] CCCC Highway Bridges Natl Engn Res Ctr Ltd, Beijing 100088, Peoples R China
[3] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[4] Shanghai Interlink Rd & Bridge Engn Co Ltd, Shanghai 201315, Peoples R China
关键词
rapid construction of ripple web; corrugated steel webs; continuous girder bridge; construction technology; finite numerical method;
D O I
10.2478/amns.2021.2.00176
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
Rapid construction of ripple web (RW) is a new construction technology that can be applied to the prestressed concrete (PC) box girder bridge with corrugated steel webs (CSWs). In order to analyse the mechanical behaviour in the construction process when the RW method is applied, the main bridge of Zhao-Jun Yellow River Super Large Bridge was adapted as the engineering background, and a three-dimensional simulation finite element model was established. Thereafter, detailed mechanical analyses were carried out for CSWs, top concrete and bottom concrete, lining concrete, temporary support and other structures in the construction process when the RW method was used. The results reveal the excellent quality of the mechanical properties of the structure, thus indicating the structure's safety and reliability. This study can provide a reference for similar research and have a positive impact on the further promotion of the RW method for application in the continuous girder bridge with CSWs.
引用
收藏
页码:2231 / 2242
页数:12
相关论文
共 50 条
  • [1] Mechanical behavior of box girder bridge with partial corrugated steel webs
    Zhu, Yue-Feng
    Wu, Pu
    Xie, Xu
    Zhang, He
    [J]. Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2008, 42 (01): : 122 - 128
  • [2] Research on Bending Performance of Continuous Composite Girder Bridge with Corrugated Steel Webs
    Ren, Dalong
    Zhao, Fenghua
    [J]. CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 865 - 868
  • [3] Research on Diaphragm Reinforcement Design of Continuous Composite Girder Bridge with Corrugated Steel Webs
    Li, Wenhu
    Ren, Dalong
    Zhao, Fenghua
    [J]. CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 860 - 864
  • [4] Research on Mechanical Behavior of Box Girder with Corrugated Steel Webs of Cable Stayed Bridge
    Lv, Liang
    Liang, Bin
    [J]. ADVANCED CONSTRUCTION TECHNOLOGIES, 2014, 919-921 : 583 - 586
  • [5] Mechanical analysis on connection of composite box girder bridge with corrugated webs
    Wang, Qian
    Liu, Yu-Qing
    [J]. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2010, 42 (SUPPL. 1): : 83 - 87
  • [6] Linearly tapered bridge girder panels with steel corrugated webs near intermediate supports of continuous bridges
    Hassanein, M. F.
    Kharoob, O. F.
    [J]. THIN-WALLED STRUCTURES, 2015, 88 : 119 - 128
  • [7] Shear evaluation of tapered bridge girder panels with steel corrugated webs near the supports of continuous bridges
    Zevallos, E.
    Hassanein, M. F.
    Real, E.
    Mirambell, E.
    [J]. ENGINEERING STRUCTURES, 2016, 113 : 149 - 159
  • [8] Seismic Performance of Continuous Box Girder Bridge with Corrugated Steel Webs and High-Rise Piers
    Ye, Aijun
    [J]. Bridge Construction, 2023, 53 (05) : 104 - 110
  • [9] Mechanical Analysis of the Superstructure of Prestressed Concrete Composite Box-girder Bridge with Corrugated Steel Webs
    Li, Peifeng
    Wang, Qiao
    Wan, Shui
    [J]. ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 1260 - 1265
  • [10] Optimized Prestressed Continuous Composite Girder Bridges with Corrugated Steel Webs
    Nie, Jian-Guo
    Zhu, Ying-Jie
    Tao, Mu-Xuan
    Guo, Chao-Ran
    Li, Yi-Xin
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2017, 22 (02)