Warianty tytułu
Języki publikacji
Abstrakty
The temperature and stress analysis of tunnel liner is the basis of the damage assessment of the tunnel, and it is also have a great significance to tunnel fire protection design. In this study, a thermo-mechanical coupling model is derived to study the temperature and stresses of tunnel liner under the RABT fire curve. In contrast to consideration the effects of flame impingement on the heated surface only, the heat transfer coefficient (HTC) of the heated surface of tunnel liner is considered in the proposed model. The applicability of theoretical method is verified by comparing with the fire tests. According to maximum temperature experienced and material degradation, the residual stress of tunnel liner after fire is discussed, which could provide the basic for the damage assessment after fire. Contributions of the HTC of tunnel liner on the temperature and stresses were quantitatively described. This theoretical model explains the temperature and residual stress evolution of tunnel liner under fire when considering the effect of HTC, which provides a theoretical basis for the tunnel fire proofing.
Czasopismo
Rocznik
Tom
Strony
388--398
Opis fizyczny
Bibliogr. 33 poz., rys., wykr.
Twórcy
autor
- School of Science, Xi’an University of Architecture and Technology, Xi’an, China, qiaorujia0118@163.com
autor
- School of Science, Xi’an University of Architecture and Technology, Xi’an, China, shaozhushan@xauat.edu.cn
- Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi’an University of Architecture and Technology, Xi’an, China
autor
- School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
- Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi’an University of Architecture and Technology, Xi’an, China
autor
- School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
- Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi’an University of Architecture and Technology, Xi’an, China
autor
- School of Science, Xi’an University of Architecture and Technology, Xi’an, China
Bibliografia
- [1] Beard AN. Fire safety in tunnels. Fire Safety J. 2009;44:276–8.
- [2] Khoury GA. Effect of fire on concrete and concrete structures. Prog Struct Eng Mat. 2000;2(4):429–47.
- [3] Dorgarten HW, Balthaus H, et al. Fire-resistant tunnel construction: results of fire behaviour tests and criteria of application. Tunn Under Space Tech. 2004;19(4–5):314.
- [4] Vuilleumier F, Weatherill A, Crausaz B. Safety aspects of railway and road tunnel: example of the lötschberg railway tunnel and Mont-Blanc road tunnel. Tunn Under Space Tech. 2002;17(2):153–8.
- [5] Qiao RJ, Shao ZS, Wei W, et al. Theoretical investigation into the thermo-mechanical behaviours of tunnel lining during RABT fire development. Arab J Sci Eng. 2019;44(5):4807–18.
- [6] Wu K, Shao ZS, Qin S. An analytical design method for ductile support structures in squeezing tunnels. Arch Civ Mech Eng. 2020;20(3):91.
- [7] Kim JHJ, Lim YM, Won JP, et al. Fire resistant behavior of newly developed bottom-ash-based cementations coating applied concrete tunnel lining under RABT fire loading. Constr Build Mater. 2010;24(10):1984–94.
- [8] Steau E, Mahendran M, et al. Experimental study of fire resistant board configurations under standard fire conditions. Fire Safety J. 2020;116:103153.
- [9] Tomar MS, Khurana S. Impact of passive fire protection on heat release rates in road tunnel fire: a review. Tunn Under Space Tech. 2019;85:149–59.
- [10] Bastami M, Aslani F, Omran M. High-temperature mechanical properties of concrete. Mat Sci Eng A. 2010;8(4):337–51.
- [11] Kodur V, Khaliq W. Effect of temperature on thermal properties of different types of high-strength concrete. J Mater Civil Eng. 2011;23(6):793–801.
- [12] Weerasinghe P, Nguyen K, Mendis P, et al. Large-scale experiment on the behaviour of concrete flat slabs subjected to standard fire. J Build Eng. 2020;30:101255.
- [13] Wei W, Shao ZS, Zhang YY, et al. Fundamentals and applications of microwave energy in rock and concrete processing-a review. Appl Therm Eng. 2019;157:113751.
- [14] Yan ZG, Zhu HH, Ju JW, et al. Full-scale fire tests of RC metro shield TBM tunnel linings. Constr Build Mater. 2012;36:484–94.
- [15] Sakkas K, Vagiokas N, Tsiamouras K, et al. In-situ fire test to assess tunnel lining fire resistance. Tunn Under Space Tech. 2019;85:368–74.
- [16] Gawin D, Pesavento F, Castells AG. On reliable predicting risk and nature of thermal spalling in heated concrete. Arch Civ Mech Eng. 2018;18(4):1219–27.
- [17] Peng GF, Yang WW, Zhao J, et al. Explosive spalling and residual mechanical properties of fiber-toughened high-performance concrete subjected to high temperatures. Cement Concrete Res. 2006;36(4):723–7.
- [18] Han CG, Hwang YS, Yang SH, et al. Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement. Cement Concrete Res. 2005;35(9):1747–53.
- [19] Savov K, Lackner R, Mang HA. Stability assessment of shallow tunnels subjected to fire load. Fire Safety J. 2005;40(8):745–63.
- [20] Caner A, Zlatanic S, Munfah N. Structural fire performance of concrete and shotcrete tunnel liners. J Struct Eng. 2005;131(12):1920–5.
- [21] Feist C, Aschaber M, Hofstetter G. Numerical simulation of the load-carrying behavior of RC tunnel structures exposed to fire. Finite Elem Anal Des. 2009;45:958–65.
- [22] Zeiml M, Lackner R, Pesavento F, et al. Thermo-hydro-chemical couplings considered in safety assessment of shallow tunnels subjected to fire load. Fire Safety J. 2008;43(2):83–95.
- [23] Li X, Li R, Schrefler BA. A coupled chemo-thermo-hygro-mechanical model of concrete at high temperature and failure analysis. Int J Numer Anal Met. 2006;30(7):635–81.
- [24] Buratti NB, Ferracuti MS. Concrete crack reduction in tunnel linings by steel fibre-reinforced concretes. Constr Build Mater.2013;44:249–59.
- [25] Sinaie S, Heidarpour A, Zhao XL. Effect of pre-induced cyclic damage on the mechanical properties of concrete exposed to elevated temperatures. Constr Build Mater. 2016;112:867–76.
- [26] Yuan Y, Shao ZS, Qiao RJ, et al. Fracture behavior of concrete coarse aggregates under microwave irradiation influenced by mineral components. Constr Build Mater. 2021;286:122944.
- [27] Pichler C, Lackner R, Mang HA. Safety assessment of concrete tunnel linings under fire load. J Struct Eng. 2006;132(6):961–9.
- [28] Qiao RJ, Shao ZS, Liu FY, et al. Damage evolution and safety assessment of tunnel lining subjected to long duration fire. Tunn Under Space Tech. 2019;83:354–63.
- [29] Shao ZS, Wang TJ. Three-dimensional solutions for the stress fields in functionally graded cylindrical panel with finite length and subjected to thermal/mechanical loads. Int J Solids Struct. 2006;43(13):3856–74.
- [30] Chang SH, Choi SW, Lee J. Determination of the combined heat transfer coefficient to simulate the fire-induced damage of a concrete tunnel lining under a severe fire condition. Tunn Under Space Tech. 2016;54:1–12.
- [31] Capua DD, Mari AR. Nonlinear analysis of reinforced concrete cross-sections exposed to fire. Fire Safety J. 2007;42(2):139–49.
- [32] Guo J, Jiang SP, Zhang ZY. Fire thermal stress and its damage to subsea immersed tunnel. Proc Eng. 2016;166:296–306.
- [33] Akbari H, Samano D, Mertol A, et al. The effect of variations in convection coefficients on thermal energy storage in buildings part I-interior partition walls. Energ Build. 1986;9(3):195–211.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-e55a0fec-b28a-41db-aafa-1d5b60ccac74