Post-fire assessment of composite steel-concrete box-girder bridges: Lessons from a recent incident

被引:2
|
作者
Pagan-Martinez, Juan Jose [1 ]
Paya-Zaforteza, Ignacio [2 ]
Hospitaler-Perez, Antonio [2 ]
机构
[1] Univ Politecn Valencia, Valencia, Spain
[2] Univ Politecn Valencia, ICITECH, Valencia, Spain
关键词
Post-fire assessment; Post-fire repairs; Bridge fires; Composite box-girder; Forensic engineering; FIRE; MODEL;
D O I
10.1016/j.jcsr.2023.108425
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The structural fire analysis of bridges is crucial for ensuring transportation infrastructure safety since bridges, due to their unique characteristics and exposure to environmental hazards, are particularly susceptible to fireinduced damage. Despite this vulnerability, there is a lack of both experimental research and design guidelines for ensuring fire safety in bridges. This underscores the importance of studying actual bridge fire incidents. This article presents a comprehensive examination of the numerical and experimental investigations carried out to evaluate the structural condition of a composite box-girder bridge located in Valencia, Spain, following a significant fire incident. In addition, the paper details the repair works carried out to fully restore the operational capacity of the bridge, along with the key lessons learnt from the incident. Therefore, the article highlights the vital synergy between advanced numerical models and experimental investigations to strengthen rehabilitation action plans and gain valuable insights for making informed decisions regarding post-fire structural integrity. By doing so, the study enhances understanding of bridge safety under fire and provides actionable recommendations for researchers, practitioners, and transportation authorities.
引用
收藏
页数:21
相关论文
共 18 条
  • [1] Reliability Assessment Approach for Fire Resistance Performance of Prestressed Steel-Concrete Box Girder Bridges
    Duan, Maojun
    Miao, Jianbao
    Wu, Jiahong
    Dong, Fenghui
    FIRE-SWITZERLAND, 2023, 6 (12):
  • [2] Analysis of free vibration characteristic of steel-concrete composite box-girder considering shear lag and slip
    Zhou Wang-bao
    Jiang Li-zhong
    Yu Zhi-wu
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2013, 20 (09) : 2570 - 2577
  • [3] Analysis of Shear Connector of Steel-Concrete Composite Box-Girder Bridge Considering Interfacial Bonding and Friction
    Lin, Jian-Ping
    Wu, ZhiBo
    Yin, Ying
    Feng, Fan
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2020, 20 (02) : 452 - 463
  • [4] Preliminary investigation of composite steel box girder bridges in fire
    Braxtan, N. L.
    Whitney, R.
    Wang, Q.
    Koch, G.
    BRIDGE STRUCTURES, 2015, 11 (03) : 105 - 114
  • [5] Long-term Performance of Steel-concrete Composite Box Girder
    Liu Xiaojie
    Jiang Yapeng
    CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 653 - 656
  • [6] Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading
    Chen, Xiachun
    Jiang, Ruijuan
    Bai, Zhizhou
    Au, Francis T. K.
    JOURNAL OF BRIDGE ENGINEERING, 2023, 28 (12)
  • [7] Probabilistic seismic assessment of RC box-girder bridges retrofitted with FRP and steel jacketing
    Naseri, Ali
    Roshan, Alireza Mirzagoltabar
    Pahlavan, Hossein
    Amiri, Gholamreza Ghodrati
    COUPLED SYSTEMS MECHANICS, 2020, 9 (04): : 359 - 379
  • [8] Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck
    Zheng, Yuanxun
    Cao, Zhanlin
    Guo, Pan
    Gao, Pu
    Zhang, Peng
    COMPLEXITY, 2021, 2021
  • [9] Analysis of Loading Test Research on a Steel-Concrete Composite Box Girder Bridge
    Wang, Zhiyong
    Sun, Qiuyan
    Wang, Dubo
    CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 908 - +
  • [10] Experimental research on noise emanating from concrete box-girder bridges on intercity railway lines
    Li, Xiaozhen
    Zhang, Xun
    Zhang, Zhjun
    Liu, Quanmin
    Li, Yadong
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2015, 229 (02) : 125 - 135