Effect of Load Bearing Proportion on Mechanical Properties of Shield Tunnel Segments in Fire
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1.College of Civil Engineering, Tongji University, Shanghai 200092, China;2.State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

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TU921

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    Abstract:

    A thermo-mechanical coupling numerical model is established for the metro segments under different boundary conditions, and the deformation and internal force of the lining segments at different loads and high temperatures are analyzed by adopting the sequential coupled thermo-stress analysis method. The model was verified by fire test data. Loading bear proportion is a key factor affecting deformation characteristics of segments at elevated temperatures. When the load increases, the mid-span displacement of segments develops more quickly during the heating stage, while the ultimate compressive stress of the concrete at the lower edge decreases. For different boundary conditions of support, the lining segments also have different mechanical behaviors affected by elevated temperatures. When the horizontal displacements at both ends of the lining segments are constrained, due to the non-negligible deformation of the lining segments during the heating process, the bearing reaction force first increases, then decreases, and finally continues to increase until the end of heating.

    Reference
    [1] SCHREFLER B A, BRUNELLO P, GAWIN D, et al. Concrete at high temperature with application to tunnel fire[J]. Computational Mechanics, 2002, 29(1):43.
    [2] BEARD A ,CARVEL R. The handbook of tunnel fire safety[M]. London: Thomas Telford,2005.
    [3] GUIAN S K. Fire and life safety provisions for a long vehicular tunnel[J]. Tunnelling and Underground Space Technology,2004,19(4/5):316.
    [4] MARAVEAS C, VRAKAS A A. Design of concrete tunnel linings for fire safety[J]. Structural Engineering International,2014,24(3):319.
    [5] MASHIMO H. State of the road tunnel safety technology in Japan[J]. Tunnelling and Underground Space Technology, 2002, 17(2):145.
    [6] DO N A, DIAS D, ORESTE P, et al. 2D numerical investigation of segmental tunnel lining behavior[J]. Tunnelling and Underground Space Technology, 2013, 37(6):115.
    [7] LEE K M , GE X W . The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure[J]. Canadian Geotechnical Journal, 2001, 38(3):461.
    [8] YASUDA F, ONO K, OTSUKA T. Fire protection for TBM shield tunnel lining[J].Tunnelling and Underground Space Technology,2004,19(4/5):317.
    [9] 闫治国,朱合华.火灾时隧道衬砌结构内温度场分布规律试验[J].同济大学学报(自然科学版),2012,40(2):167.YAN Zhiguo, ZHU Hehua. Experimental study on temperature field distribution of tunnel lining structure in fire accidents [J]. Journal of Tongji University (Natural Science), 2012,40(2):167.
    [10] YAN Z G, ZHU H H, JU J W. Behavior of reinforced concrete and steel fiber reinforced concrete shield TBM tunnel linings exposed to high temperatures[J]. Construction and Building Materials, 2013, 38:610.
    [11] YAN Z G, SHEN Y, ZHU H H, et al. Experimental investigation of reinforced concrete and hybrid fibre reinforced concrete shield tunnel segments subjected to elevated temperature[J]. Fire Safety Journal, 2015, 71:86.
    [12] 沈奕,闫治国,沈安迪.火灾后RC及HFRC隧道管片破坏试验研究[J].地下空间与工程学报,2017,13(2):531.SHEN Yi, YAN Zhiguo, SHEN Andi. Experimental study on the post-fire failure mode of RC and HFRC tunnel segments [J]. Chinese Journal of Underground Space and Engineering, 2017,13(2):531.
    [13] 张新新.火灾对运营期盾构隧道复合管片衬砌力学性能的影响[D]. 天津:天津大学,2018.ZHANG Xinxin. Influence of the fire on mechanical properties of composite segment lining of shield tunnel during operation period [D]. Tianjin: Tianjin University, 2018.
    [14] 冯鹏,强翰霖,叶列平.材料、构件、结构的“屈服点”定义与讨论[J].工程力学,2017,34(3):36.FENG Peng, QIANG Hanling, YE Lieping. Discussion and definition on yield points of materials, members and structure[J]. Engineering Mechanics, 2017,34(3):36.
    [15] European Committee for Standardization(CEN) . Eurocode 2: Design of concrete structures: EN 1992-1-2[S]. London: British Standards Institution, 2004.
    [16] BERGMEISTER K, BRUNELLO P, PACHERA M, et al. Simulation of fire and structural response in the brenner base tunnel by means of a combined approach: a case study[J]. Engineering Structures, 2020, 211: 110319.
    [17] BERNARDI P, MICHELINI E, SIRICO A, et al. Simulation methodology for the assessment of the structural safety of concrete tunnel linings based on CFD fire – FE thermo-mechanical analysis: a case study[J]. Engineering Structures, 2020, 225: 111193.
    [18] KHAN A A, USMANI A, TORERO J L. Evolution of fire models for estimating structural fire-resistance[J]. Fire Safety Journal, 2021, 124: 103367.
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SHEN Yi, WANG Wenzhong, YAN Zhiguo, ZHU Hehua. Effect of Load Bearing Proportion on Mechanical Properties of Shield Tunnel Segments in Fire[J].同济大学学报(自然科学版),2023,51(1):39~47

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  • Received:July 30,2021
  • Online: February 02,2023
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