Thermal response of steel framing members in open car park fires

Xia YAN, Marion CHARLIER, Thomas GERNAY

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Front. Struct. Civ. Eng. ›› 2022, Vol. 16 ›› Issue (9) : 1071-1088. DOI: 10.1007/s11709-022-0879-0
RESEARCH ARTICLE
RESEARCH ARTICLE

Thermal response of steel framing members in open car park fires

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Abstract

For open car park structures, adopting a performance-based structural fire design is often justified and allowed because the fire does not reach flashover. However, this design approach requires an accurate assessment of temperatures in structural members exposed to car fires. This paper describes a numerical study on the thermal exposure on steel framing members in open car park fires. Steel temperatures are computed by the coupling of computational fluid dynamics and finite element modeling, and by analytical models from the Eurocodes. In addition, the influence of galvanization on the steel temperature evolution is assessed. Results show that temperatures in unprotected beams and columns are influenced by the section geometry, car fire scenario, modeling approach, and use of galvanization. Galvanization slightly delays and reduces peak temperature. Regarding the different models, CFD-FEM (CFD: computational fluid dynamics, FEM: finite-element method) coupled models predict lower temperatures than the Hasemi model, because the latter conservatively assumes that the fire flame continuously touches the ceiling. Further, the Hasemi model cannot account for the effect of reduced emissivity from galvanization on the absorbed heat flux. Detailed temperature distributions obtained in the steel members can be used to complete efficient structural fire designs based on the member sections, structure layout, and use of galvanization.

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Keywords

open car park / localized fire / steel frame / numerical modeling / computational fluid dynamics

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Xia YAN, Marion CHARLIER, Thomas GERNAY. Thermal response of steel framing members in open car park fires. Front. Struct. Civ. Eng., 2022, 16(9): 1071‒1088 https://doi.org/10.1007/s11709-022-0879-0

References

[1]
ZhaoBRoosefidM. Guide for Verification of the Fire Behavior of Largely Ventilated Car Parks with Metal Superstructure. CTICM document (SRI-11/110h-MR-BZ/NB), 2014 (in French)
[2]
Mangs J, Keski-Rahkonen O. Characterization of the fire behaviour of a burning passenger car. Part I: Car fire experiments. Fire Safety Journal, 1994, 23(1): 17–35
CrossRef Google scholar
[3]
MacneilD DLougheedGLamCCarbonneauGKroekerREdwardsDTompkinsJLalimeG. Electric vehicle fire testing. In: 8th EVS-GTR Meeting. Washington, D.C.: National Research Council Canada, 2015
[4]
Zhao B, Kruppa J. Structural behaviour of an open car park under real fire scenarios. Fire and Materials, 2004, 28(24): 269–280
CrossRef Google scholar
[5]
JoyeuxD. Natural Fires in Closed Car Parks—Car Fire Tests. INC-96/294d-DJ/NB, 1997
[6]
Heskestad G. Engineering relations for fire plumes. Fire Safety Journal, 1984, 7(1): 25–32
CrossRef Google scholar
[7]
PchelintsevAHasemiYWakarnatsuTYokobayashiY. Experimental and numerical study on the behaviour of a steel beam under ceiling exposed to a localized fire. In: Fire Safety Science-Proceedings of the 5th International Symposium. Melbourne: IAFSS, 1997
[8]
Tondini N, Thauvoye C, Hanus F, Vassart O. Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire. Fire Safety Journal, 2019, 105: 227–243
CrossRef Google scholar
[9]
McGrattanKHostikkaSMcDermottRFloydJWeinschenkCOverholtK. Fire Dynamics Simulator User’S Guide. Gaithersburg: NIST Special Publication, 2013
[10]
Alos-Moya J, Paya-Zaforteza I, Hospitaler A, Loma-Ossorio E. Valencia bridge fire tests: Validation of simplified and advanced numerical approaches to model bridge fire scenarios. Advances in Engineering Software, 2019, 128: 55–68
CrossRef Google scholar
[11]
Alos-Moya J, Paya-Zaforteza I, Garlock M E M, Loma-Ossorio E, Schiffner D, Hospitaler A. Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models. Engineering Structures, 2014, 68: 96–110
CrossRef Google scholar
[12]
Guo Q, Root K J, Carlton A, Quiel S E, Naito C J. Framework for rapid prediction of fire-induced heat flux on concrete tunnel liners with curved ceilings. Fire Safety Journal, 2019, 109: 102866
CrossRef Google scholar
[13]
Quiel S E, Yokoyama T, Bregman L S, Mueller K A, Marjanishvili S M. A streamlined framework for calculating the response of steel-supported bridges to open-air tanker truck fires. Fire Safety Journal, 2015, 73: 63–75
CrossRef Google scholar
[14]
HuaNTessariAElhami-KhorasaniN. Quantifying Uncertainties in the Temperature–Time Evolution of Railway Tunnel Fires. New York: Springer US, 2021
[15]
Yan X, Gernay T. Numerical modeling of localized fire exposures on structures using FDS-FEM and simple models. Engineering Structures, 2021, 246: 112997
CrossRef Google scholar
[16]
Khan A A, Nan Z, Jiang L, Gupta V, Chen S, Khan M A, Hidalgo J, Usmani A. Model characterisation of localised burning impact from localised fire tests to travelling fire scenarios. Journal of Building Engineering, 2022, 54: 104601
CrossRef Google scholar
[17]
Hidalgo J P, Goode T, Gupta V, Cowlard A, Abecassis-Empis C, Maclean J, Bartlett A I, Maluk C, Montalvá J M, Osorio A F, Torero J L. The Malveira fire test: Full-scale demonstration of fire modes in open-plan compartments. Fire Safety Journal, 2019, 108: 102827
CrossRef Google scholar
[18]
Nadjai A, Naveed A, Charlier M, Vassart O, Welsh S, Glorieux A, Sjostrom J. Large scale fire test: The development of a travelling fire in open ventilation conditions and its influence on the surrounding steel structure. Fire Safety Journal, 2022, 130: 103575
CrossRef Google scholar
[19]
Alam N, Nadjai A, Charlier M, Vassart O, Welch S, Sjöström J, Dai X. Large scale travelling fire tests with open ventilation conditions and their effect on the surrounding steel structure—The second fire test. Journal of Constructional Steel Research, 2022, 188: 107032
CrossRef Google scholar
[20]
FettahB. Fire Analysis of car park building structures. Thesis for the Master’s Degree. Bragança: Polytechnic Institute of Bragança, 2016
[21]
Fang C, Izzuddin B A, Obiala R, Elghazouli A Y, Nethercot D A. Robustness of multi-storey car parks under vehicle fire. Journal of Constructional Steel Research, 2012, 75: 72–84
CrossRef Google scholar
[22]
SommavillaMTondiniN. Fire performance of a steel open car park in the light of the recent development of the localised fire model “LOCAFI”. In: The 11th International Conference on Structures in Fire. Brisbane: The University of Queensland, 2020
[23]
Zhang X G, Guo Y C, Chan C K, Lin W Y. Numerical simulations on fire spread and smoke movement in an underground car park. Building and Environment, 2007, 42(10): 3466–3475
CrossRef Google scholar
[24]
Annerel E, Taerwe L, Merci B, Jansen D, Bamonte P, Felicetti R. Thermo-mechanical analysis of an underground car park structure exposed to fire. Fire Safety Journal, 2013, 57: 96–106
CrossRef Google scholar
[25]
Tondini N, Morbioli A, Vassart O, Lechêne S, Franssen J M. An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires. Journal of Structural Fire Engineering, 2016, 7(3): 217–233
CrossRef Google scholar
[26]
ECCS. Fire Safety in Open Car Parks: Modern Fire Engineering. European Convention for Constructional Steelwork, 1993
[27]
EN1993-1-2. Eurocode 3: Design oF Steel Structures––Part 1-2: General Rules—Structural Fire Design. Brussels: European Committee for Standardization, 2005
[28]
JoyeuxDKruppaJCajotL GSchleichJ Bvan de LeurPTwiltL. Demonstration of Real Fire Tests in Car Parks and High Buildings. EUR 20466. 2002
[29]
CwiklinskiC. Open Car Parks—Expert Opinion on Fire Scenarios Final report. INERIS DRA-CCw/MCh-2001-Cgr22984. 2001 (in French)
[30]
CollierP C R. Car parks—Fires involving Modern Cars and Stacking Systems. New Zealand, BRANZ Study Report 255. 2011
[31]
Cadorin J F, Franssen J M. A tool to design steel elements submitted to compartment fires—OZone V2. Part 1: pre-and post-flashover compartment fire model. Fire Safety Journal, 2003, 38(5): 395–427
CrossRef Google scholar
[32]
EN1991-1-2. Eurocode 1: Actions on Structures––Part 1-2: General Actions––Actions on Structures Exposed to Fire. Brussels: European Committee for Standardization, 2002
[33]
WickströmUDuthinhDMcGrattanK. Adiabatic surface temperature for calculating heat transfer to fire exposed structures. In: Proceedings of the Eleventh International Interflam Conference. London: Interscience Communications, 2007
[34]
Wickström U, Hunt S, Lattimer B, Barnett J, Beyler C. Technical comment—Ten fundamental principles on defining and expressing thermal exposure as boundary conditions in fire safety engineering. Fire and Materials, 2018, 42(8): 985–988
CrossRef Google scholar
[35]
Charlier M, Glorieux A, Dai X, Alam N, Welch S, Anderson J, Vassart O, Nadjai A. Travelling fire experiments in steel-framed structure: Numerical investigations with CFD and FEM. Journal of Structural Fire Engineering, 2021, 12(3): 309–327
[36]
Deckers X, Haga S, Tilley N, Merci B. Smoke control in case of fire in a large car park: CFD simulations of full-scale configurations. Fire Safety Journal, 2013, 57: 22–34
CrossRef Google scholar
[37]
Franssen J M, Gernay T. Modeling structures in fire with SAFIR®: theoretical background and capabilities. Journal of Structural Fire Engineering, 2017, 8(3): 300–323
CrossRef Google scholar
[38]
Gernay T, Kotsovinos P. Advanced analysis. In: International Handbook of Structural Fire Engineering. Cham: Springer, 2021, 413–467
CrossRef Google scholar
[39]
BrasseurCZahariaMObialaRFranssenRHanusJ MZhaoFPinteaBSanghoonDVassartHNadjaiOScifoAThauvoyeA. Temperature Assessment of a Vertical Steel Member Subjected to Localised Fire (LOCAFI). EUR 28577. 2017
[40]
Yan X, Gernay T. Structural fire design of load-bearing cold-formed steel assemblies from a prototype metal building. Structures, 2022, 41: 1266–1277
[41]
Gernay T, Khorasani N E. Recommendations for performance-based fire design of composite steel buildings using computational analysis. Journal of Constructional Steel Research, 2020, 166: 105906
CrossRef Google scholar
[42]
ASTME119-18c. Standard Test Methods for Fire Tests of Building Construction and Materials. West Conshohocken, PA: ASTM, 2018
[43]
Vassart O, Bailey C G, Hawes M, Nadjai A, Simms W I, Zhao B, Gernay T, Franssen J M. Large-scale fire test of unprotected cellular beam acting in membrane action. Proceedings of the Institution of Civil Engineers, Structures and Buildings, 2012, 165(7): 327–334
CrossRef Google scholar

Acknowledgements

This research was based in part upon work supported by ArcelorMittal Global R&D. This support is gratefully acknowledged.

Open Access

This article is licensed under a Creative Commons Attribution 4.0 International License (https://creativecommons.org/licenses/by/4.0/), which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.

Conflict of Interest

The authors declare the following financial interests/personal relationships which may be considered as potential competing interests. Under a license agreement between Gesval S.A. and the Johns Hopkins University, Dr. Gernay and the Johns Hopkins University are entitled to royalty distributions related to the technology SAFIR described in the study discussed in this publication. This arrangement has been reviewed and approved by the Johns Hopkins University in accordance with its conflict of interest policies.

RIGHTS & PERMISSIONS

2022 The Author(s) 2022. This article is published with open access at link.springer.com and journal.hep.com.cn
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