Simulation of steel beam under ceiling jet based on a wind–fire–structure coupling model
Jinggang ZHOU, Xuanyi ZHOU, Beihua CONG, Wei WANG, Ming GU
Simulation of steel beam under ceiling jet based on a wind–fire–structure coupling model
For localized fires, it is necessary to consider the thermal and mechanical responses of building elements subject to uneven heating under the influence of wind. In this paper, the thermomechanical phenomena experienced by a ceiling jet and I-beam in a structural fire were simulated. Instead of applying the concept of adiabatic surface temperature (AST) to achieve fluid–structure coupling, this paper proposes a new computational fluid dynamics–finite element method numerical simulation that combines wind, fire, thermal, and structural analyses. First, to analyze the velocity and temperature distributions, the results of the numerical model and experiment were compared in windless conditions, showing good agreement. Vortices were found in the local area formed by the upper and lower flanges of the I-beam and the web, generating a local high-temperature zone and enhancing the heat transfer of convection. In an incoming-flow scenario, the flame was blown askew significantly; the wall temperature was bimodally distributed in the axial direction. The first temperature peak was mainly caused by radiative heat transfer, while the second resulted from convective heat transfer. In terms of mechanical response, the yield strength degradation in the highest-temperature region in windless conditions was found to be significant, thus explaining the stress distribution of steel beams in the fire field. The mechanical response of the overall elements considering the incoming flows was essentially elastic.
CFD–FEM coupling / steel beam / wind / ceiling jet / numerical heat transfer
[1] |
Zhang C, Li G Q, Wang Y C. Sensitivity study on using different formulae for calculating the temperature of insulated steel members in natural fires. Fire Technology, 2012, 48(2): 343–366
CrossRef
Google scholar
|
[2] |
Pesic D J, Blagojevic M, Zivkovic N V. Simulation of wind-driven dispersion of fire pollutants in a street canyon using FDS. Environmental Science and Pollution Research International, 2014, 21(2): 1270–1284
CrossRef
Google scholar
|
[3] |
Stern-Gottfried J, Rein G, Bisby L A, Torero J L. Experimental review of the homogeneous temperature assumption in post-flashover compartment fires. Fire Safety Journal, 2010, 45(4): 249–261
CrossRef
Google scholar
|
[4] |
Pignatta e Silva V. Determination of the steel fire protection material thickness by an analytical process—A simple derivation. Engineering Structures, 2005, 27(14): 2036–2043
|
[5] |
ChinaAssociation for Engineering Construction Standardization (CECS). Technical Code for Fire Safety of Steel Structure in Buildings. Beijing: China Planning Press, 2006 (in Chinese)
|
[6] |
EC3-1-2
|
[7] |
ReinGJahnWToreroJ. Modelling of the growth phase of Dalmarnock Fire Test One. In: Proceedings of 12th International Conference and Exhibition on Fire and Materials 2011. Hampshire: Interscience Communications, 2011
|
[8] |
RackauskaiteEBonnerMRestucciaFAnezN FChristensenE GRoennerNWegrzynskiWTurkowskiPTofiloPHeidariMKotsovinosPVermesiIRichterFHuYJeanneretCWadhwaniRReinG. Fire experiments inside a very large and open-plan compartment: x-TWO. In: Proceedings of 11th International Conference on Structures in Fire. Brisbane: The University of Queensland, 2020
|
[9] |
Zhang C, Silva J G, Weinschenk C, Kamikawa D, Hasemi Y. Simulation methodology for coupled fire-structure analysis: Modeling localized fire tests on a steel column. Fire Technology, 2016, 52(1): 239–262
CrossRef
Google scholar
|
[10] |
Kamikawa D, Hasemi Y, Wakamatsu T, Kagiya K. Experimental flame heat transfer and surface temperature correlations for a steel column adjacent to and surrounded by a pool fire. In: Proceedings of 7th International Symposium on Fire Safety Science. London: International Association for Fire Safety Science, 2007,
|
[11] |
Zhang C, Choe L, Gross J, Ramesh S, Bundy M. Engineering approach for designing a thermal test of real-scale steel beam exposed to localized fire. Fire Technology, 2017, 53(4): 1535–1554
CrossRef
Google scholar
|
[12] |
Lineham S A, Thomson D, Bartlett A I, Bisby L A, Hadden R M. Structural response of fire-exposed cross-laminated timber beams under sustained loads. Fire Safety Journal, 2016, 85(10): 23–34
CrossRef
Google scholar
|
[13] |
WiesnerFPetersGBisbyL AHaddenR. Structural steel columns subjected to localized fires. In: Proceedings of International Fire Safety Symposium. Naples: International Fire Safety Symposium, 2017
|
[14] |
Yokobayashi Y, Hasemi Y, Wakamatsu T, Wakamatsu T. Experimental study on the heating mechanism and thermal response of a steel beam under ceiling exposed to localized fires. Journal of Structural and Construction Engineering, 1996, 498(498): 169–175
|
[15] |
Alos-Moya J, Paya-Zaforteza I, Hospitaler A, Rinaudo P. Valencia bridge fire tests: Experimental study of a composite bridge under fire. Journal of Constructional Steel Research, 2017, 138: 538–554
CrossRef
Google scholar
|
[16] |
Maraveas C, Vrakas A A. Design of concrete tunnel linings for fire safety. Structural Engineering International, 2014, 24(3): 319–329
CrossRef
Google scholar
|
[17] |
Maraveas C. Local buckling of steel members under fire conditions: A review. Fire Technology, 2019, 55(1): 59–80
CrossRef
Google scholar
|
[18] |
Welch S, Miles S, Kumar S, Lemaire T, Chan A. FIRESTRUC-Integrating advanced three-dimensional modelling methodologies for predicting thermo-mechanical behavior of steel and composite structures subjected to natural fires. Fire Safety Science, 2008, 9: 1315–1326
CrossRef
Google scholar
|
[19] |
Prasad K, Baum H R. Coupled fire dynamics and thermal response of complex building structures. Proceedings of the Combustion Institute, 2005, 30(2): 2255–2262
CrossRef
Google scholar
|
[20] |
Luo C, Chen L, Lua J, Shi J. A 3D ABAQUS toolkit for thermal-mechanical damage prediction of composite sandwich structures subjected to fire. In: Proceedings of 50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston: American Institute of Aeronautics and Astronautics, 2009,
|
[21] |
Baum H R. Simulating fire effects on complex building structures. Mechanics Research Communications, 2011, 38(1): 1–11
CrossRef
Google scholar
|
[22] |
Chen L, Luo C, Lua J. FDS and Abaqus coupling toolkit for fire simulation and thermal and mass flow prediction. Fire Safety Science, 2011, 10: 1465–1477
CrossRef
Google scholar
|
[23] |
WickströmUDuthinhDMcgratanK. Adiabatic surface temperature for calculating heat transfer to fire exposed structures. In: Proceedings of Interflam 2007 International Interflam Conference 11th Proceedings. London: Inter Science Communications Limited, 2007
|
[24] |
Wickström U. Methods for Predicting Temperatures in Fire-Exposed Structures, in SFPE Handbook of Fire Protection Engineering. New York: Springer, 2016,
|
[25] |
McGrattanK BHostikkaSMcDermottRFloydJWeinschenkCOverholtK. Fire Dynamics Simulator Users Guide. 6th ed. Gaithersburg: National Institute of Standards and Technology, 2013
|
[26] |
ANSYS
|
[27] |
SIMULIA/Abaqus
|
[28] |
Zhang C, Li G Q, Wang R. Using adiabatic surface temperature for thermal calculation of steel members exposed to localized fires. International Journal of Steel Structures, 2013, 13(3): 547–556
CrossRef
Google scholar
|
[29] |
ZhangCGrossJ LMcAllisterTLiG Q. Behavior of unrestrained and restrained bare steel columns subjected to localized fire. Journal of Structural Engineering. 2015, 141(10): 04014239
|
[30] |
Zhang C, Yu H X, Choe L, Gross J, Li G H. Simulating the fire-thermal-structural behavior in a localized fire test on a bare steel beam. Engineering Structures, 2018, 163: 61–70
CrossRef
Google scholar
|
[31] |
Zhang C, Zhang Z, Li G Q. Simple vs. sophisticated fire models to predict performance of SHS column in localized fire. Journal of Constructional Steel Research, 2016, 120: 62–69
CrossRef
Google scholar
|
[32] |
Silva J C G, Landesmann A, Ribeiro F L B. Performance-based analysis of cylindrical steel containment Vessels exposed to fire. Fire Safety Journal, 2014, 69: 126–135
CrossRef
Google scholar
|
[33] |
SilvaJ C GAlexandreLFernandoL B R. Interface model to fire-thermomechanical performance-based analysis of structures under fire conditions. In: Proceedings of Fire and Evacuation Modeling Technical Conference 2014. Manhattan: Thunderhead Engineering, 2014
|
[34] |
Silva J C G, Landesmann A, Ribeiro F L B. Fire-thermomechanical interface model for performance-based analysis of structures exposed to fire. Fire Safety Journal, 2016, 83: 66–78
CrossRef
Google scholar
|
[35] |
Liu Z, Silva J C G, Huang Q, Hasemi Y, Huang Y, Guo Z. Coupled CFD–FEM simulation methodology for fire-exposed bridges. Journal of Bridge Engineering, 2021, 26(10): 04021074
CrossRef
Google scholar
|
[36] |
Feenstra J A, Hofmeyer H, Van Herpen R A P, Mahendran M. Automated two-way coupling of CFD fire simulations to thermomechanical FE analyses at the overall structural level. Fire Safety Journal, 2018, 96: 165–175
CrossRef
Google scholar
|
[37] |
Malendowski M, Glema A. Development and implementation of coupling method for CFD–FEM analyses of steel structures in natural fire. Procedia Engineering, 2017, 172: 692–700
CrossRef
Google scholar
|
[38] |
SzymkucWGlemaAMalendowskiMMielcarekASmardzPPoteralskiA Numerical investigation of firepost-fireperformance of CFT columns in an open car park fire. In: Proceedings of 10th International Conference on Structures in Fire. Belfast: Ulster University, 2018
|
[39] |
Hu L, Liu S, Xu Y, Li D. A wind tunnel experimental study on burning rate enhancement behavior of gasoline pool fires by cross air flow. Combustion and Flame, 2011, 158(3): 586–591
CrossRef
Google scholar
|
[40] |
Hu L, Zhang X, Delichatsios M A, Wu L, Kuang C. Pool fire flame base drag behavior with cross flow in a sub-atmospheric pressure. Proceedings of the Combustion Institute, 2017, 36(2): 3105–3112
CrossRef
Google scholar
|
[41] |
Hu L, Liu S, de Ris J L, Wu L. A new mathematical quantification of wind-blown flame tilt angle of hydrocarbon pool fires with a new global correlation model. Fuel, 2013, 106: 730–736
CrossRef
Google scholar
|
[42] |
Chen Y, Zhang X, Miao Y, Hu L. Effects of cross airflow and burner distance on temperature profile and flame morphology of dual tandem pool fires. Fuel, 2022, 317(1): 123220
CrossRef
Google scholar
|
[43] |
Hu L, Liu S, Wu L. Flame radiation feedback to fuel surface in medium ethanol and heptane pool fires with cross air flow. Combustion and Flame, 2013, 160(2): 295–306
CrossRef
Google scholar
|
[44] |
Hu L, Hu K, Ren F, Sun X. Facade flame height ejected from an opening of fire compartment under external wind. Fire Safety Journal, 2017, 92: 151–158
CrossRef
Google scholar
|
[45] |
Hu L, Hu J, Liu S, Tang W, Zhang X. Evolution of heat feedback in medium pool fires with cross air flow and scaling of mass burning flux by a stagnant layer theory solution. Proceedings of the Combustion Institute, 2015, 35(3): 2511–2518
CrossRef
Google scholar
|
[46] |
Hu L, Tang F, Wang Q, Qiu Z. Burning characteristics of conduction-controlled rectangular hydrocarbon pool fires in a reduced pressure atmosphere at high altitude in Tibet. Fuel, 2013, 111: 298–304
CrossRef
Google scholar
|
[47] |
Chen H, Liu N, Chow W. Wind effects on smoke motion and temperature of ventilation-controlled fire in a two-vent compartment. Building and Environment, 2009, 44(12): 2521–2526
CrossRef
Google scholar
|
[48] |
Huang H, Ooka R, Liu N, Zhang L, Deng Z, Kato S. Experimental study of fire growth in a reduced-scale compartment under different approaching external wind conditions. Fire Safety Journal, 2009, 44(3): 311–321
CrossRef
Google scholar
|
[49] |
Zhou Y, Wang H, Bi H, Liu X, Gou Q. Heat release rate of high-speed train fire in railway tunnels. Tunnelling and Underground Space Technology, 2020, 105: 103563
CrossRef
Google scholar
|
[50] |
Yi L, Luan D, Yang L, Chen T, Tao H, Xu Z, Fan C. Flow field and fire characteristics inside a tunnel under the influence of canyon cross wind. Tunnelling and Underground Space Technology, 2020, 105: 103575
CrossRef
Google scholar
|
[51] |
Huang H, Ooka R, Kato S, Otake H, Hayashi Y. CFD simulation of thermal plume and firebrands scattering in urban fire. Fire Science & Technology, 2004, 23(2): 152–163
CrossRef
Google scholar
|
[52] |
Huang H, Ooka R, Kato S, Hayashi Y. A numerical study of firebrands scattering in urban fire based on CFD and Firebrands aerodynamics measurements. Journal of Fire Sciences, 2016, 25(4): 355–378
|
[53] |
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
|
[54] |
Ma R, Cui C, Ma M, Chen A. Numerical simulation and simplified model of vehicle-induced bridge deck fire in the full-open environment considering wind effect. Structure and Infrastructure Engineering, 2020, 17(12): 1–12
CrossRef
Google scholar
|
[55] |
Gajjar J. Introduction to theoretical aerodynamics and hydrodynamics. The Aeronautical Journal, 2012, 116(1177): 329–330
|
[56] |
KaysW MCrawfordM E. Convective Heal and Mass Transfer. 2nd ed. New York: McGraw-Hill, 1980
|
[57] |
PetersN. Laminar diffusion flamelet models in non-premixed turbulent combustion. Progress in Energy and Combustion Science, 1984, 10(3): 319–339
|
[58] |
Sivathanu Y R, Faeth G M. Generalized state relationships for scalar properties in Non-Premixed Hydrocarbon/AirFlames. Combustion and Flame, 1990, 82(2): 211–230
CrossRef
Google scholar
|
[59] |
TheoryGuide for ANSYS Fluent 12.1. 2009
|
[60] |
Prieler R, Demuth M, Spoljaric D, Hochenauer C. Evaluation of a steady flamelet approach for use in oxy-fuel combustion. Fuel, 2014, 118: 55–68
CrossRef
Google scholar
|
[61] |
Li G Q, Zhang C. Creep effect on buckling of axially restrained steel columns in real fires. Journal of Constructional Steel Research, 2012, 71: 182–188
CrossRef
Google scholar
|
[62] |
Oh W, Kato S. The effect of airspeed and wind direction on human’s thermal conditions and air distribution around the body. Building and Environment, 2018, 141: 103–116
CrossRef
Google scholar
|
[63] |
G D Raithby, E H Chui. A finite-volume method for predicting a radiant heat transfer in enclosures with participating media. ASME Journal of Heat and Mass Transfer, 1990, 112(2): 415–423
|
[64] |
KhanI MGreevesG. A Method for Calculating the Formation and Combustion of Soot in Diesel Engines. Heat Transfer in Flames. Chapter 25. Washington, D.C.: Scripta, 1974
|
[65] |
Eurocode 3: Design of steel structures—Part 1–2: General rules—Structural fire design. London: British Standard, 2005
|
[66] |
T F Smith, Z F Shen J N Friedman. Evaluation of coefficients for the weighted sum of gray gases model. ASME Journal of Heat and Mass Transfer, 1982, 104(4): 602
|
[67] |
LieT TMacaulayB A. Evaluation of the Fire Resistance of Protected Steel Columns. Internal Report No. 583. 1989
|
[68] |
PhanL TGrossJ LMcAllisterT P. Best Practice Guidelines for Structural Fire Resistance Design of Concrete and Steel Buildings. Gaithersburg: National Institute of Standards and Technology, 2022
|
/
〈 | 〉 |