Vessel-bridge Collisions: Accidents, Analysis, and Protection

被引:0
|
作者
Fan W. [1 ,2 ]
Zhong Z.-W. [1 ]
Wang J.-J. [3 ]
Xia Y. [3 ]
Wu H. [3 ]
Wu Q.-L. [1 ]
Liu B. [1 ]
机构
[1] State Key Laboratory of Bridge Engineering Safety and Resilience (Hunan University), Hunan, Changsha
[2] Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Hunan, Changsha
[3] School of Civil Engineering, Tongji University, Shanghai
基金
中国国家自然科学基金;
关键词
analysis method; bridge engineering; collision prevention measure; review; risk assessment; vessel-bridge collision;
D O I
10.19721/j.cnki.1001-7372.2024.05.002
中图分类号
学科分类号
摘要
In recent years, vessel-bridge collision accidents have occurred frequently. The vessel-bridge collision has become one of the primary causes of bridge failure. To promote the development of bridge collision design methods and anticollision technologies, this paper reviews existing research on vessel-bridge collisions conducted during the past two decades with a focus on risk assessment, response analysis, and protective measures. Firstly, the vessel-bridge collision accidents in China from 2012 to 2022 are investigated to understand the actual collision demand of bridges and fill the information gap on vessel-bridge collision accidents during this period in China. Four new characteristics of vessel-bridge collision accidents in recent years are summarized. The research studies on vessel-bridge collisions are evaluated from the perspective of the adopted approaches. The methods of vessel-bridge collision risk assessment and response calculation are introduced. Four methods are reported for calculating the vessel-bridge collision response, namely, the experimental, contact finite element analysis, equivalent statics, and the equivalent dynamics, from the perspectives of development motivations, characteristics, applications, and limitations. In terms of protective measures, the development history and structural characteristics of two types of passive protective measures, including the floating interception system and the floating anticollision device are summarized. The implementation and updates of the algorithms utilized in active warning protective measures are also discussed. Finally, challenges in current research on vessel-bridge collisions, such as full-factor analysis, multihazard coupling, and standardized design, are identified, and the main directions for future development are outlined. © 2024 Chang'an University. All rights reserved.
引用
收藏
页码:38 / 66
页数:28
相关论文
共 198 条
  • [91] GHOLIPOUR G, ZHANG C W, MOUSAVI A A., Analysis of girder bridge pier subjected to barge collision considering the superstructure interactions: The case study of a multiple-pier bridge system, Structure and Infrastructure Engineering, 15, 3, pp. 392-412, (2019)
  • [92] GHOLIPOUR G, ZHANG C W, KANG W H, Et al., Reliability analysis of girder bridge piers subjected to barge collisions, Structure and Infrastructure Engineering, 15, 9, pp. 1200-1220, (2019)
  • [93] JIANG H, WANG J J, CHORZEPA M G, Et al., Numerical investigation of progressive collapse of a multispan continuous bridge subjected to vessel collision [J], Journal of Bridge Engineering, 22, 5, (2017)
  • [94] SHEN D J, SUN W B, FAN W, Et al., Behavior and analysis of simply supported bridges under vessel side collisions: Implications from collapse of the Taiyangbu Bridge [J], Journal of Bridge Engineering, 27, 9, (2022)
  • [95] CAO Z Y, WANG J S, XU G J, Et al., Dynamic performance of triple-column bridge pier under barge collision, Ocean Engineering, 271, (2023)
  • [96] GHOLIPOUR G, ZHANG C W, MOUSAVI A A., Nonlinear numerical analysis and progressive damage assessment of a cable-stayed bridge pier subjected to ship collision, Marine Structures, 69, (2020)
  • [97] SHA Y Y, AMDAHL J, LIU K., Design of steel bridge girders against ship forecastle collisions, Engineering Structures, 196, (2019)
  • [98] SHA Y Y, AMDAHL J, D/ORUM C., Numerical and analytical studies of ship deckhouse impact with steel and RC bridge girders, Engineering Structures, 234, (2021)
  • [99] GUO X, ZHANG C, CHEN Z Q., Dynamic performance and damage evaluation of a scoured double-pylon cable-stayed bridge under ship impact, Engineering Structures, 216, (2020)
  • [100] GUO X, ZHANG C, CHEN Z Q., Nonlinear dynamic response and assessment of bridges under barge impact with scour depth effects [J], Journal of Performance of Constructed Facilities, 34, 4, (2020)