Second-Order Hydroelastic Analysis of a Fjord Crossing Floating Bridge Under Spatially Inhomogeneous Wave Fields

Xiaoyu Chen , Shixiao Fu , Torgeir Moan , Huajun Li , Shuai Li , Shiyuan Zhang

Engineering ›› : 202607023

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Engineering ›› :202607023 DOI: 10.1016/j.eng.2026.07.023
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Second-Order Hydroelastic Analysis of a Fjord Crossing Floating Bridge Under Spatially Inhomogeneous Wave Fields
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Very large floating structures / Beam-connected-discrete-modules method / Inhomogeneous wave fields / Newman’s approximation / Quadratic transfer function / Floating bridge

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Xiaoyu Chen, Shixiao Fu, Torgeir Moan, Huajun Li, Shuai Li, Shiyuan Zhang. Second-Order Hydroelastic Analysis of a Fjord Crossing Floating Bridge Under Spatially Inhomogeneous Wave Fields. Engineering 202607023 DOI:10.1016/j.eng.2026.07.023

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References

[1]

Lamas—Pardo M, Iglesias G, Carral L . A review of very large floating structures (VLFS) for coastal and offshore uses. Ocean Eng 2015; 109:677—90.

[2]

Wang CM, Tay ZY . Very large floating structures: applications, research and development. Procedia Eng 2011; 14:62-72.

[3]

Fenerci A, Kvåle KA, Xiang X, Øiseth O . Hydrodynamic interaction of floating bridge pontoons and its effect on the bridge dynamic responses. Mar Struct 2022; 83:103174.

[4]

Ding J, Wu YS, Xie ZY, Yang WN, Wang SY, Yu J, et al. Overview: research on hydroelastic responses of VLFS in complex environments. Mar Struct 2021; 78:102978.

[5]

Chen XJ, Wu YS, Cui WC, Jensen JJ . Review of hydroelasticity theories for global response of marine structures. Ocean Eng 2006; 33(3—4):439-57.

[6]

Wu YS . Hydroelasticity of floating bodies. London: University of Brunel; 1984.

[7]

Wang DY, Wu YS . Three—dimensional hydroelastic analysis in time domain with application to an elastic ship model. J Hydrodynam 1998; 10:54-61.

[8]

Yang P, Li JR, Gu XK, Wu DW . Application of the 3D time—domain Green’s function for finite water depth in hydroelastic mechanics. Ocean Eng 2019; 189:106386.

[9]

Wu YS, Maeda H, Kinoshita T . The second order hydrodynamic actions on a flexible body. J Inst Ind Sci Univ Tokyo 1997; 49(4):196-201.

[10]

Park DM, Kim JH, Kim YH . Numerical study of added resistance of flexible ship. J Fluids Struct 2019; 85:199-219.

[11]

Park DM, Kim JH, Kim YH . Numerical study of mean drift force on stationary flexible barge. J Fluids Struct 2017; 74:445-68.

[12]

Tian C, Wu YS . Three—dimensional non—linear hydroelastic analysis on ships with forward speed. J Ship Mech 2007; 11:68-78.

[13]

Chen XJ, Wu YS, Cui WC, Tang XF . Nonlinear hydroelastic analysis of a moored floating body. Ocean Eng 2003; 30(8):965-1003.

[14]

Chen XJ, Moan T, Fu SX, Cui WC . Second—order hydroelastic analysis of a floating plate in multidirectional irregular waves. Int J Non—linear Mech 2006; 41(10):1206-18.

[15]

Ni XY, Cheng XM, Wu B, Ding J, Ye YL, Sun Z . Performance analysis of the mooring system of a two—module scientific research and demonstration platform. J Hydrodynam 2021; 33(5):901-14.

[16]

Lu D, Fu SX, Zhang XT, Guo F, Gao Y . A method to estimate the hydroelastic behaviour of VLFS based on multi—rigid—body dynamics and beam bending. Ships Offshore Struct 2019; 14(4):354-62.

[17]

Wei W, Fu SX, Moan T, Song CH, Ren TX . A time—domain method for hydroelasticity of very large floating structures in inhomogeneous sea conditions. Mar Struct 2018; 57:180-92.

[18]

Li S, Fu SX, Zhang SY, Moan T . Second—order hydroelastic analysis of a flexible floating structure under spatially inhomogeneous waves. Mar Struct 2022; 86:103306.

[19]

Bakti FP, Jin CK, Kim MH . 2D discrete module beam (DMB) method formulation to simulate hydro—elastic structures with two horizontal bending axes. In: Proceedings of the 41st International Conference on Offshore Mechanics and Arctic Engineering; 2022 Jun 5—10; Hamburg, Germany. New York City: American Society of Mechanical Engineers (ASME); 2022. p. OMAE2022—79802, V05AT06A021.

[20]

Bakti FP, Jin C, Kim MH . Practical approach of linear hydro—elasticity effect on vessel with forward speed in the frequency domain. J Fluids Struct 2021; 101:103204.

[21]

Zhang SY, Fu SX, Pan ZY, Han KJ, Ye YS . Springing responses of ships with forward speed based on a multi—module hydroelastic method. Mar Struct 2025; 101:103733.

[22]

Zhang SY, Fu SX, Li S, Moan T, Xu YW, Pan Z . Frequency—domain hydroelastic stress analysis considering local bending effect based on a two—step procedure. Mar Struct 2024; 95:103580.

[23]

Li S, Fu SX, Wei W, Moan T . A comparison study on the hydroelasticity of two types of floating bridges in inhomogeneous wave conditions. In: Proceedings of the 37th International Conference on Offshore Mechanics and Arctic Engineering; 2018 Jun 17—22; Madrid, Spain. New York City: American Society of Mechanical Engineers (ASME); 2018. p. OMAE2018—78308, V07AT06A045.

[24]

Wei W, Fu SX, Moan T, Song CH, Deng S, Lie H . A time—domain method for hydroelasticity of a curved floating bridge in inhomogeneous waves. J Offshore Mech Arctic Eng 2019; 141(1):014501.

[25]

Deng S, Xu YW, Ren HJ, Fu SX, Li S, Moan T, et al. Numerical simulation of wave—induced hydroelastic response and flow—induced vibration of a twin—tube submerged floating tunnel. Mar Struct 2022; 82:103124.

[26]

Li L. Full—coupled analysis of offshore floating wind turbine supported by very large floating structure with consideration of hydroelasticity. Renew Energy 2022; 189:790—9.

[27]

Zhang XT, Lu D, Guo F, Gao Y, Sun YG . The maximum wave energy conversion by two interconnected floaters: effects of structural flexibility. Appl Ocean Res 2018; 71:34-47.

[28]

Zhang SY, Fu SX, Pan ZY, Han K, Ye YS . Springing responses of ships with forward speed based on a multi—module hydroelastic method. Mar Struct 2025; 101:103733.

[29]

Iijima K, Shiraishi S . Response analysis method of VLFS in coastal area considering topographical effects on wave deformations. In: Proceedings of the Twelfth (2002) International Ocean and Polar Engineering Conference; 2002 May 26—31; Kitakyushu, Japan. Cupertino: International Society of Offshore and Polar Engineers (ISOPE); 2002. p. 342—9.

[30]

Rodrigues JM . A procedure to calculate first—order wave—structure interaction loads in wave farms and other multi—body structures subjected to inhomogeneous waves. Energies 2021; 14(6):1761.

[31]

Wei W, Fu SX, Moan T, Lu ZQ, Deng S . A discrete—modules—based frequency domain hydroelasticity method for floating structures in inhomogeneous sea conditions. J Fluids Struct 2017; 74:321-39.

[32]

Cheng ZS, Gao Z, Moan T . Wave load effect analysis of a floating bridge in a fjord considering inhomogeneous wave conditions. Eng Struct 2018; 163:197-214.

[33]

Dai J, Leira BJ, Moan T, Kvittem MI . Inhomogeneous wave load effects on a long, straight and side—anchored floating pontoon bridge. Mar Struct 2020; 72:102763.

[34]

Kvåle KA, Leira B, Øiseth O . Stochastic dynamic analysis of floating bridges exposed to inhomogeneous and irregular waves. Appl Ocean Res 2024; 142:103802.

[35]

Xiang X. Floating bridge global responses with hydrodynamic interaction. Ocean Eng 2024; 291:116420.

[36]

de Hauteclocque G, Rezende F, Waals O, Chen XB . Review of approximations to evaluate second—order low—frequency load. In: Proceedings of the 31st International conference on offshore mechanics and arctic engineering; 2012 Jul 1—6; Rio de Janeiro, Brazil. New York City: American Society of Mechanical Engineers (ASME); 2012. p. 363-71.

[37]

Li S, Moan T, Fu SX, Zhang SY, Xu YW . Hydroelastic analysis of a floating bridge under spatially inhomogeneous waves, with emphasis on the effect of drift force modeling. Appl Ocean Res 2023; 139:103666.

[38]

Cheng ZS, Gao Z, Moan T . Hydrodynamic load modeling and analysis of a floating bridge in homogeneous wave conditions. Mar Struct 2018; 59:122-41.

[39]

Cowi AS. Report for the Norwegian Public Roads Administration NOT—KTEKA—020: straight bridge navigation channel in south summary of analyses. Report. Lyngby: Cowi AS ; 2016.

[40]

Newman JN . Second order slowly varying forces on vessels in irregular waves. In: Proceedings of the International Symposium on Dynamics of Marine Vehicles and Structures in Waves; 1974 Apr 1—5; London, UK. Cambridge: Massachusetts Institute of Technology; 1974. p. 182-6.

[41]

Orcina. OrcaFlex user manual: OrcaFlex version 11.2b. Cumbria: Orcina Ltd.; 2022.

[42]

Zhang DQ, Yuan ZM, Du JF, Li HJ . Hydrodynamic modelling of large arrays of modularized floating structures with independent oscillations. Appl Ocean Res 2022; 129:103371.

[43]

Cheng ZS, Svangstu E, Moan T, Gao Z . Assessment of inhomogeneity in environmental conditions in a Norwegian fjord for design of floating bridges. Ocean Eng 2021; 220:108474.

[44]

Cui MH, Cheng ZS, Moan T . Effects of inhomogeneous wave modeling on extreme responses of a very long floating bridge. Appl Ocean Res 2023; 134:103505.

[45]

Moan T, Eidem ME . Floating bridges and submerged tunnels in Norway—the history and future outlook. In: Proceedings of the World Conference on Floating Solutions (WCFS2019); 2019 Apr 22—23; Singapore City, Singapore. Heidelberg: Springer Nature; 2019. p. 81-111.

[46]

Xiang X. Floating bridge global responses to slowly varying wave loads. Ocean Eng 2024; 302:117568.

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