Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire

This study focuses on multi-hazard analysis for bridges, following a two-tier approach. First, it identifies relevant open issues and recent literature developments in the field, presenting data in a meaningful manner, with specific focus on the issues related with the analysis of hazard chain scena...

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Main Authors: Francesco Petrini, Konstantinos Gkoumas, Claudio Rossi, Franco Bontempi
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-09-01
Series:Frontiers in Built Environment
Subjects:
Online Access:https://www.frontiersin.org/article/10.3389/fbuil.2020.580854/full
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author Francesco Petrini
Konstantinos Gkoumas
Claudio Rossi
Franco Bontempi
author_facet Francesco Petrini
Konstantinos Gkoumas
Claudio Rossi
Franco Bontempi
author_sort Francesco Petrini
collection DOAJ
description This study focuses on multi-hazard analysis for bridges, following a two-tier approach. First, it identifies relevant open issues and recent literature developments in the field, presenting data in a meaningful manner, with specific focus on the issues related with the analysis of hazard chain scenario treated as low probability–high consequence events. Second, it describes a practically useful and sufficiently generic approach for efficient computational investigation of hazard chain scenarios in highway bridges. Following that, the applicability of the approach is exemplified in an appealing and commonly encountered in real-life hazard chain scenario, in which a multilevel modeling strategy is adopted to assess the structural response under hazard chain scenarios of a highway viaduct. Among the considered scenarios is the impact of a heavy vehicle (tank truck) on the bridge pier, and the fire spread following the collision due to the presence of inflammable materials. The bridge structure is a typical 189-m-long multi-span composite highway viaduct. The impact is modeled with a non-linear transient dynamic analysis that accounts the inertial effect of the global structure, while the fire modeling is performed with non-linear quasi static dynamic analysis focusing on local behavior with a substructured model. Then different impact and fire scenarios are considered, including different impact velocities of the truck.
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spelling doaj.art-a5ab050258084218ab95848706403eb02022-12-21T23:45:40ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622020-09-01610.3389/fbuil.2020.580854580854Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by FireFrancesco Petrini0Konstantinos Gkoumas1Claudio Rossi2Franco Bontempi3Dipartimento di Ingegneria Strutturale e Geotecnica, Sapienza Università di Roma, Rome, ItalyJoint Research Centre, European Commission, Ispra, ItalyDipartimento di Ingegneria Strutturale e Geotecnica, Sapienza Università di Roma, Rome, ItalyDipartimento di Ingegneria Strutturale e Geotecnica, Sapienza Università di Roma, Rome, ItalyThis study focuses on multi-hazard analysis for bridges, following a two-tier approach. First, it identifies relevant open issues and recent literature developments in the field, presenting data in a meaningful manner, with specific focus on the issues related with the analysis of hazard chain scenario treated as low probability–high consequence events. Second, it describes a practically useful and sufficiently generic approach for efficient computational investigation of hazard chain scenarios in highway bridges. Following that, the applicability of the approach is exemplified in an appealing and commonly encountered in real-life hazard chain scenario, in which a multilevel modeling strategy is adopted to assess the structural response under hazard chain scenarios of a highway viaduct. Among the considered scenarios is the impact of a heavy vehicle (tank truck) on the bridge pier, and the fire spread following the collision due to the presence of inflammable materials. The bridge structure is a typical 189-m-long multi-span composite highway viaduct. The impact is modeled with a non-linear transient dynamic analysis that accounts the inertial effect of the global structure, while the fire modeling is performed with non-linear quasi static dynamic analysis focusing on local behavior with a substructured model. Then different impact and fire scenarios are considered, including different impact velocities of the truck.https://www.frontiersin.org/article/10.3389/fbuil.2020.580854/fullmulti-hazard analysisbridgemodelingimpactfire
spellingShingle Francesco Petrini
Konstantinos Gkoumas
Claudio Rossi
Franco Bontempi
Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire
Frontiers in Built Environment
multi-hazard analysis
bridge
modeling
impact
fire
title Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire
title_full Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire
title_fullStr Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire
title_full_unstemmed Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire
title_short Multi-Hazard Assessment of Bridges in Case of Hazard Chain: State of Play and Application to Vehicle-Pier Collision Followed by Fire
title_sort multi hazard assessment of bridges in case of hazard chain state of play and application to vehicle pier collision followed by fire
topic multi-hazard analysis
bridge
modeling
impact
fire
url https://www.frontiersin.org/article/10.3389/fbuil.2020.580854/full
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