Study of Structural Optimization for Beam-Post Steel Balustrades for Bridge

被引:0
|
作者
Fu, Xiao-Peng [1 ]
Ma, Qing [2 ]
Liao, Gui-Xing [3 ]
Yang, Fu-Yu [2 ]
Yan, Shu-Ming [2 ]
机构
[1] Wuhan Qingshan Changjiang River Bridge Construction Co., Ltd., Wuhan,430345, China
[2] Beijing Hualuan Traffic Technological Co., Ltd., Beijing,100070, China
[3] China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan,430050, China
关键词
The original design protection capacity of the beam-post steel balustrades of the Qingshan Changjiang River Highway Bridge in Wuhan was not sufficient. To improve the safety protection performance of the balustrades; the overall height; patterns of cross beams and posts as well as the base welding plates were optimized and studied; and an optimization design scheme was put forward. The overall height of the beam-post steel balustrades is set at 1.66 m after optimization; using rectangular tubes as the cross beams and exploiting the inclined H-shaped posts. The cross beams and the posts are connected by angle steels; and the base welding plates are parallel to the side of balustrades exposing to impact. The structural parameters of balustrades after optimization were analyzed in accordance with the code requirements; and numerical simulation was conducted to evaluate the safety of the structure after optimization. According to the results of analysis; the parameters after optimization; including the overall height of the balustrades; the transverse load bearing capacity of cross beams against the weighted mean height to bridge deck; overall height of cross beams and the net spacing of cross beams; all meet the code requirements. The ba-lustrades can provide efficient protection to different types of vehicles and freight trucks; the guarding; buffering and guiding performance of which all meet the code requirements; with the protection capacity reaching Grade SS. © 2020; Journal Press; China Railway Bridge Science Research Institute; Ltd. All right reserved;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:44 / 50
相关论文
共 50 条
  • [21] Effect of post weld treatment on cracking behaviors of beam-column connections in steel bridge piers
    Jia, Liang-Jiu
    Ge, Hanbin
    Suzuki, Toshimitsu
    STEEL AND COMPOSITE STRUCTURES, 2014, 17 (05): : 685 - 702
  • [22] Steel Post-and-Beam Barrier with GFRP-Reinforced Concrete Curb and Bridge Deck Connection
    Ahmed, Ehab A.
    Matta, Fabio
    Benmokrane, Brahim
    JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (11) : 1189 - 1197
  • [23] Experimental study on post-fire properties of steel wires of bridge suspender
    Zhang, Zhaolei
    Guo, Tong
    Wang, Shiyuan
    Liu, Jie
    Wang, Libin
    STRUCTURES, 2021, 33 : 1252 - 1262
  • [24] Stress Analysis and Structural Optimization of Steel-Concrete Joint of Zhonghua Road Bridge in Liaocheng
    Jin, Jie
    Zhang, Junlin
    Li, Ye
    Xie, Zengkui
    Yang, Lipo
    ADVANCES IN CIVIL ENGINEERING, 2023, 2023
  • [25] Effect of beam joinery on bridge structural stability
    Wiwatanapataphee, Doungporn
    Khajohnsaksumeth, Nathnarong
    Wu, Yong Hong
    ADVANCES IN DIFFERENCE EQUATIONS, 2019, 2019 (1)
  • [26] Effect of beam joinery on bridge structural stability
    Doungporn Wiwatanapataphee
    Nathnarong Khajohnsaksumeth
    Yong Hong Wu
    Advances in Difference Equations, 2019
  • [27] Analysis of steel anchor beam structural system of anchorage in pylon of Jingyue Changjiang River Highway Bridge
    Hubei Provincial Transport Planning and Design Institute, Wuhan
    430051, China
    不详
    430034, China
    Bridge Constr., 2 (89-93):
  • [28] An experimental study on the influence of steel bar corrosion in the structural performance of bridge piers
    Kang, Inseok
    Lee, Hanseung
    Jung, HaiMoon
    Ahn, Taesong
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS VI, 2007, 348-349 : 749 - +
  • [29] Structural analysis of orthotropic steel bridge deck
    Xu, Jun
    Chen, Zhongyan
    Tongji Daxue Xuebao/Journal of Tongji University, 1999, 27 (02): : 170 - 174
  • [30] Structural Design and Analysis of a Steel Vine Bridge
    Zhang, Haoyu
    Zhou, Wei
    Gao, Bing
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 268 - +