Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models

The main objective of this study is to compare the results in terms of gas temperature and structural elements temperature, using different localized fire models. In particular, with reference to an open car park fire, the simplified Hasemi localized fire model was firstly used for assessing the ste...

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Main Authors: Donatella de Silva, Samuele Sassi, Gabriella De Rosa, Giorgio Corbella, Emidio Nigro
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Fire
Subjects:
Online Access:https://www.mdpi.com/2571-6255/6/3/91
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author Donatella de Silva
Samuele Sassi
Gabriella De Rosa
Giorgio Corbella
Emidio Nigro
author_facet Donatella de Silva
Samuele Sassi
Gabriella De Rosa
Giorgio Corbella
Emidio Nigro
author_sort Donatella de Silva
collection DOAJ
description The main objective of this study is to compare the results in terms of gas temperature and structural elements temperature, using different localized fire models. In particular, with reference to an open car park fire, the simplified Hasemi localized fire model was firstly used for assessing the steel temperature of a typological steel-concrete beam. In the second step, the computational fluid dynamics (CFD) models were applied, also varying the geometry of the fire source; in the first case a 3D flame was considered, in the second case a flat flame source was modelled. The latter represented one of the main research novelties of this work. All the analyses were carried out without and with the activation of a sprinkler system, simulated by varying the Heat Release Rate curve, according to the Italian national fire technical code. The main results show that there was a significant effect of the fire model, indeed the Hasemi model generally overestimated the steel element temperature. Moreover, an effect of fire source modelling was observed, with greater temperature for a 3D fire source modelling in the case of no sprinkler activation. In all the analyses, to consider the sprinkler system leaded to a beneficial effect on temperature.
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spelling doaj.art-e27eaf2a4bdb4ba6a5333e8b353b691c2023-11-17T11:03:22ZengMDPI AGFire2571-62552023-02-01639110.3390/fire6030091Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation ModelsDonatella de Silva0Samuele Sassi1Gabriella De Rosa2Giorgio Corbella3Emidio Nigro4Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio 21, 80125 Naples, ItalyFSC Engineering Srl, Fire & Structure Consulting, Via Vincenzo Monti 56, 20123 Milan, ItalyDepartment of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio 21, 80125 Naples, ItalyFSC Engineering Srl, Fire & Structure Consulting, Via Vincenzo Monti 56, 20123 Milan, ItalyDepartment of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio 21, 80125 Naples, ItalyThe main objective of this study is to compare the results in terms of gas temperature and structural elements temperature, using different localized fire models. In particular, with reference to an open car park fire, the simplified Hasemi localized fire model was firstly used for assessing the steel temperature of a typological steel-concrete beam. In the second step, the computational fluid dynamics (CFD) models were applied, also varying the geometry of the fire source; in the first case a 3D flame was considered, in the second case a flat flame source was modelled. The latter represented one of the main research novelties of this work. All the analyses were carried out without and with the activation of a sprinkler system, simulated by varying the Heat Release Rate curve, according to the Italian national fire technical code. The main results show that there was a significant effect of the fire model, indeed the Hasemi model generally overestimated the steel element temperature. Moreover, an effect of fire source modelling was observed, with greater temperature for a 3D fire source modelling in the case of no sprinkler activation. In all the analyses, to consider the sprinkler system leaded to a beneficial effect on temperature.https://www.mdpi.com/2571-6255/6/3/91fire safetyopen car park firelocalized fire modelscomputational fluid dynamicnumerical simulations
spellingShingle Donatella de Silva
Samuele Sassi
Gabriella De Rosa
Giorgio Corbella
Emidio Nigro
Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models
Fire
fire safety
open car park fire
localized fire models
computational fluid dynamic
numerical simulations
title Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models
title_full Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models
title_fullStr Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models
title_full_unstemmed Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models
title_short Effect of the Fire Modelling on the Structural Temperature Evolution Using Advanced Calculation Models
title_sort effect of the fire modelling on the structural temperature evolution using advanced calculation models
topic fire safety
open car park fire
localized fire models
computational fluid dynamic
numerical simulations
url https://www.mdpi.com/2571-6255/6/3/91
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AT samuelesassi effectofthefiremodellingonthestructuraltemperatureevolutionusingadvancedcalculationmodels
AT gabrielladerosa effectofthefiremodellingonthestructuraltemperatureevolutionusingadvancedcalculationmodels
AT giorgiocorbella effectofthefiremodellingonthestructuraltemperatureevolutionusingadvancedcalculationmodels
AT emidionigro effectofthefiremodellingonthestructuraltemperatureevolutionusingadvancedcalculationmodels