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Analysis of several strategies for the monitoring of bridges under fire

 Analysis of several strategies for the monitoring of bridges under fire
Auteur(s): , , ORCID,
Présenté pendant IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, publié dans , pp. 1820-1827
DOI: 10.2749/stockholm.2016.1825
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Bridge fires are a major concern because of the consequences that these kind of events have and because they are a real threat. This paper explains how temperature monitoring can be used to estimat...
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Détails bibliographiques

Auteur(s): (Universitat Politècnica de València, ICITECH, Valencia, SPAIN)
(Universitat Politècnica de València, ICITECH, Valencia, SPAIN)
ORCID (Universitat Politècnica de València, ICITECH, Valencia, Spain)
(Universitat Politècnica de València, ICITECH, Valencia, SPAIN)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Publié dans:
Page(s): 1820-1827 Nombre total de pages (du PDF): 8
Page(s): 1820-1827
Nombre total de pages (du PDF): 8
Année: 2016
DOI: 10.2749/stockholm.2016.1825
Abstrait:

Bridge fires are a major concern because of the consequences that these kind of events have and because they are a real threat. This paper explains how temperature monitoring can be used to estimate the temperatures and mechanical response of a composite I-girder bridge affected by a fire. To reach this goal, the paper studies where high temperature sensors should be placed in a three spans bridge with a main span of 37,2 m which is affected by a tanker truck fire under its main span. The study combines the use of Computational Fluid Dynamics (CFD) to create the fire model, and finite element software to obtain the thermo-mechanical response of the bridge. Results show that accurate predictions can be obtained by locating the temperature sensors at the mid-height of the I-gider web with a maximum separation along the longitudinal axis of the bridge of 3 m.

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