A Nonlinear Explicit Model of A Non-Circular Subsea Tunnel-Liner System with An FGM Inverted Arch Under Mechanical Loading and Fire Fields
- Corresponding author: Zhao-chao LI, lizhaochao@hut.edu.cn
Citation:
Jie HE, Guo-yong CHANG, Yang LIU and Zhao-chao LI. A Nonlinear Explicit Model of A Non-Circular Subsea Tunnel-Liner System with An FGM Inverted Arch Under Mechanical Loading and Fire Fields[J]. China Ocean Engineering, 2024, 38(5): 855-865.
doi:
10.1007/s13344-024-0069-z
Asgari, H., Bateni, M., Kiani, Y. and Eslami, M.R., 2014. Non-linear thermo-elastic and buckling analysis of FGM shallow arches, Composite Structures, 109, 75–85. doi: 10.1016/j.compstruct.2013.10.045
Boot, J.C., Naqvi, M.M. and Gumbel, J.E., 2014. A new method for the structural design of flexible liners for gravity pipes of egg-shaped cross section: theoretical considerations and formulation of the problem, Thin-Walled Structures, 85, 411–418. doi: 10.1016/j.tws.2014.09.001
Chang, G.Y., Huang, H. and Li, Z.C., 2024. Systematic failure mechanism of an FGMs polyhedral arched liner under a fire disaster environment, Engineering Structures, 305, 117655. doi: 10.1016/j.engstruct.2024.117655
Chang, G.Y. and Li, Z.C., 2024. Systematic schemes for buckling analyses of a subsea bio-inspired non-circular FGM polyhedral liner with an arch invert, Ocean Engineering, 300, 117484. doi: 10.1016/j.oceaneng.2024.117484
El-Sawy, K. and Moore, I.D., 1998. Stability of loosely fitted liners used to rehabilitate rigid pipes, Journal of Structural Engineering, 124(11), 1350–1357. doi: 10.1061/(ASCE)0733-9445(1998)124:11(1350)
El-Sawy, K.M., 2013. Inelastic stability of liners of cylindrical conduits with local imperfection under external pressure, Tunnelling and Underground Space Technology, 33, 98–110. doi: 10.1016/j.tust.2012.09.004
El-Sawy, K.M. and Sweedan, A.M.I., 2010. Effect of local wavy imperfections on the elastic stability of cylindrical liners subjected to external uniform pressure, Tunnelling and Underground Space Technology, 25(6), 702–713. doi: 10.1016/j.tust.2010.04.002
Glock, D., 1977. Überkritisches Verhalten eines Starr Ummantelten Kreisrohres bei Wasserdrunck von Aussen und Temperaturdehnung. (Post-critical behavior of a rigidly encased circular pipe subject to external water pressure and thermal extension), Der Stahlbau, 7, 212–217.
He, B.G., Xue, R.H., Zhang, Z.Q., Feng, X.T. and Wu, C., 2023. A novel method of imposing external water pressure to explore the failure behavior of railway tunnel linings, Tunnelling and Underground Space Technology, 133, 104942. doi: 10.1016/j.tust.2022.104942
Hua, N., Tessari, A. and Elhami Khorasani, N., 2021. Characterizing damage to a concrete liner during a tunnel fire, Tunnelling and Underground Space Technology, 109, 103761. doi: 10.1016/j.tust.2020.103761
Javani, M., Kiani, Y. and Eslami, M.R., 2019. Geometrically nonlinear rapid surface heating of temperature-dependent FGM arches, Aerospace Science and Technology, 90, 264–274. doi: 10.1016/j.ast.2019.04.049
Kiani, Y. and Eslami, M.R., 2013. Thermomechanical buckling of temperature-dependent FGM beams, Latin American Journal of Solids and Structures, 10(2), 223–246. doi: 10.1590/S1679-78252013000200001
Li, Z.C., Guo, Z. and Meng, L.J., 2021. Elastic and inelastic stability of a steel arch subjected to a crown point load under an elevated fire environment, Engineering Failure Analysis, 123, 105298. doi: 10.1016/j.engfailanal.2021.105298
Li, Z.C., Liu, S.R., Zhang, Q. and Zhang, Z., 2024. Analytical buckling scheme of a functionally graded porous liner reinforced by nanocomposites encased in an egg-shaped pipe, Engineering Structures, 310, 118095. doi: 10.1016/j.engstruct.2024.118095
Li, Z.C., Tang, Y., Tang, F.J., Chen, Y.Z. and Chen, G.D., 2018. Elastic buckling of thin-walled polyhedral pipe liners encased in a circular pipe under uniform external pressure, Thin-Walled Structures, 123, 214–221. doi: 10.1016/j.tws.2017.11.019
Li, Z.C., Wang, L.Z., Guo, Z. and Shu, H., 2012. Elastic buckling of cylindrical pipe linings with variable thickness encased in rigid host pipes, Thin-Walled Structures, 51, 10–19. doi: 10.1016/j.tws.2011.11.003
Li, Z.C., Zhang, Q., Shen, H., Xiao, X.H., Kuai, H.D. and Zheng, J.X., 2023. Buckling performance of the encased functionally graded porous composite liner with polyhedral shapes reinforced by graphene platelets under external pressure, Thin-Walled Struct, 183, 110370. doi: 10.1016/j.tws.2022.110370
Li, Z.C., Zheng, J.X. and Chen, Y.Z., 2019a. Nonlinear buckling of thin-walled FGM arch encased in rigid confinement subjected to external pressure, Engineering Structures, 186, 86–95. doi: 10.1016/j.engstruct.2019.02.019
Li, Z.C., Zheng, J.X., Sun, Q. and He, H.T., 2019b. Nonlinear structural stability performance of pressurized thin-walled FGM arches under temperature variation field, International Journal of Non-Linear Mechanics, 113, 86–102. doi: 10.1016/j.ijnonlinmec.2019.03.016
Li, Z.C., Zheng, J.X., Zhang, Z. and He, H.T., 2019c. Nonlinear stability and buckling analysis of composite functionally graded arches subjected to external pressure and temperature loading, Engineering Structures, 199, 109606. doi: 10.1016/j.engstruct.2019.109606
Omara, A.A.M., Guice, L.K., Straughan, W.T. and Akl, F., 2000. Instability of thin pipes encased in oval rigid cavity, Journal of Engineering Mechanics, 126(4), 381–388. doi: 10.1061/(ASCE)0733-9399(2000)126:4(381)
Ou, Z.H., Xiao, X.H., Liu, Y., Bu, G.B. and Li, Z.C., 2022. Thermal and mechanical behaviors of the composite polyhedral arches, Composite Structures, 281, 115067. doi: 10.1016/j.compstruct.2021.115067
Sanders, Jr., J.L., 1963. Nonlinear theories for thin shells, Quarterly of Applied Mathematics, 21(1), 21–36. doi: 10.1090/qam/147023
Tang, Y., Tang, F.J., Zheng, J.X. and Li, Z.C., 2021. In-plane asymmetric buckling of an FGM circular arch subjected to thermal and pressure fields, Engineering Structures, 239, 112268. doi: 10.1016/j.engstruct.2021.112268
Thépot, O., 2001. Structural design of oval-shaped sewer linings, Thin-Walled Structures, 39(6), 499–518. doi: 10.1016/S0263-8231(01)00013-1
Thépot, O., 2000. Flambement d'une coque non circulaire plaquée contre une paroi, Revue Française de Génie Civil, 4(1), 81–107.
Thibeault, N., 2008. Graphical application of buckling equations for a cylindrical steel tunnel liner with and without stiffeners, Practice Periodical on Structural Design and Construction, 13(2), 78–84. doi: 10.1061/(ASCE)1084-0680(2008)13:2(78)
Vasilikis, D. and Karamanos, S.A., 2009. Stability of confined thin-walled steel cylinders under external pressure, International Journal of Mechanical Sciences, 51(1), 21–32. doi: 10.1016/j.ijmecsci.2008.11.006
Wang, J.H., Koizumi, A. and Yuan, D.J., 2016. Theoretical and numerical analyses of hydrostatic buckling of a noncircular composite liner with arched invert, Thin-Walled Structures, 102, 148–157. doi: 10.1016/j.tws.2016.01.021
Wang, J.H., Zhang, W.J., Guo, X., Koizumi, A. and Tanaka, H., 2015. Mechanism for buckling of shield tunnel linings under hydrostatic pressure, Tunnelling and Underground Space Technology, 49, 144–155. doi: 10.1016/j.tust.2015.04.012
Xiao, X.H., Bu, G.B., Ou, Z.H. and Li, Z.C., 2022. Nonlinear in-plane instability of the confined FGP arches with nanocomposites reinforcement under radially-directed uniform pressure, Engineering Structures, 252, 113670. doi: 10.1016/j.engstruct.2021.113670
Xiao, X.H., Zhang, Q., Chang, G.Y., Liu, Y. and Li, Z.C., 2024. Structural optimization model of confined polyhedral composite subsea pipelines under pressure and thermal fields, Marine Structures, 94, 103548. doi: 10.1016/j.marstruc.2023.103548
Xiao, X.H., Zhang, Q., Zheng, J.X. and Li, Z.C., 2023. Analytical model for the nonlinear buckling responses of the confined polyhedral FGP-GPLs lining subjected to crown point loading, Engineering Structures, 282, 115780. doi: 10.1016/j.engstruct.2023.115780
Zhang, Q., Li, Z.C., Huang, H., Zhang, H.P., Zheng, H. and Kuai, H.D., 2023a. Stability of submarine bi-material pipeline-liner system with novel polyhedral composites subjected to thermal and mechanical loading fields, Marine Structures, 90, 103424. doi: 10.1016/j.marstruc.2023.103424
Zhang, Q., Li, Z.C. and Xiao, X.H., 2023b. Structural optimization of an encased bi-material FGP-GNF pipeline-liner system with novel polyhedral configurations, Mechanics of Advanced Materials and Structures, doi: 10.1080/15376494.2023.2244489.
Yi ZHANG , Yue CHEN , Lai YUN , Xu LIANG . Mechanical Performance of Bio-inspired Bidirectional Corrugated Sandwich Pressure Shell Under External Hydrostatic Pressure. China Ocean Engineering, 2024, 38(2): 297-312. doi: 10.1007/s13344-024-0025-y
Xiao-de DING , Jian ZHANG , Fang WANG , Hui-feng JIAO , Ming-lu WANG . Buckling Properties of Water-Drop-Shaped Pressure Hulls with Various Shape Indices Under Hydrostatic External Pressure. China Ocean Engineering, 2024, 38(1): 1-17. doi: 10.1007/s13344-024-0001-6
Wen-bin WEI , Lin YUAN , Jia-sheng ZHOU , Zheng LIU . Experimental, Numerical, and Analytical Studies on the Bending of Mechanically Lined Pipe. China Ocean Engineering, 2024, 38(2): 221-232. doi: 10.1007/s13344-024-0019-9
Chen HUANG , Jian ZHANG , Fang WANG , Chen-yang DI . Restoration of Ultimate Strength of Dented Hemispheres Under External Hydrostatic Pressure. China Ocean Engineering, 2022, 36(3): 500-507. doi: 10.1007/s13344-022-0043-6
高喜峰 , 刘 润 , 闫澍旺 . Model Test Based Soil Spring Model and Application in Pipeline Thermal Buckling Analysis. China Ocean Engineering, 2011, (3): 507-518.
. Impact Buckling and Post-Buckling of Elasto-Viscoplastic Cylindrical Shell Under Torsion. China Ocean Engineering, 1997, (1): -.
. Dynamic Buckling of Laminated Composite Bars Subjected to Axial Impact. China Ocean Engineering, 1998, (2): -.
Wen-xian TANG , Wei-min WANG , Jian ZHANG , Shu-yan WANG . Buckling of Cassini Oval Pressure Hulls Subjected to External Pressure. China Ocean Engineering, 2019, 33(4): 503-508. doi: 10.1007/s13344-019-0048-y
Run LIU , Xin-tong HAO , Cheng-feng LI , Zheng YU , Qing-xin LI . Numerical Study on Lateral Buckling Mode of Pipelines Laid on A Sleeper. China Ocean Engineering, 2023, 37(3): 495-505. doi: 10.1007/s13344-023-0041-3
康海贵 , 张晶 , 孙英伟 , 郭伟 . Derivation of Reliability Index Vector Formula for Series System and Its Application. China Ocean Engineering, 2013, (2): 159-168.
. Fatigue Crack Propagation in Steel A131 Under Ice Loading of Crushing, Bending and Buckling. China Ocean Engineering, 2001, (3): -.
Xin-dong DING , Shu-qing WANG , Wen-cheng LIU , Xiao-han YE . A Comparative Study on the Post-Buckling Behavior of Reinforced Thermoplastic Pipes (RTPs) Under External Pressure Considering Progressive Failure. China Ocean Engineering, 2024, 38(2): 233-246. doi: 10.1007/s13344-024-0020-3
袁林 , 龚顺风 , 金伟良 , 李志刚 , 赵冬岩 . Analysis on Buckling Performance of Submarine Pipelines During Deepwater Pipe-Laying Operation. China Ocean Engineering, 2009, (2): 303-316.
Run LIU , Xiu-yan WANG . Lateral Global Buckling of Submarine Pipelines Based on the Model of Nonlinear Pipe–Soil Interaction. China Ocean Engineering, 2018, 32(3): 312-322. doi: 10.1007/s13344-018-0032-y
李鹏飞 , 周晓军 . Mechanical Behavior and Shape Optimization of Lining Structure for Subsea Tunnel Excavated in Weathered Slot. China Ocean Engineering, 2015, (6): 875-890.
. Reliability Index of Caisson Breakwaters for Load Variables Correlated. China Ocean Engineering, 2004, (4): -.
. Safety Level and Reliability Index for Bank Slope Stability. China Ocean Engineering, 1997, (2): -.
. Genetic Algorithms of Structural Fuzzy Reliability Index. China Ocean Engineering, 1998, (1): -.
. A Three-Dimensional Prediction Method for Thermal Diffusion. China Ocean Engineering, 1998, (3): -.
. Numerical Experiment on Two-Dimensional Line Thermal. China Ocean Engineering, 2002, (4): -.
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