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Journal articles on the topic 'Wave-structure interaction'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Zheng, Siming, Yongliang Zhang, and Gregorio Iglesias. "Wave–structure interaction in hybrid wave farms." Journal of Fluids and Structures 83 (November 2018): 386–412. http://dx.doi.org/10.1016/j.jfluidstructs.2018.09.012.

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2

Broderick, L. L., and J. W. Leonard. "Nonlinear water-wave structure interaction." Computers & Structures 44, no. 4 (1992): 837–42. http://dx.doi.org/10.1016/0045-7949(92)90469-g.

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3

Zhang, Guanyu, Xiang Chen, and Decheng Wan. "MPS-FEM Coupled Method for Study of Wave-Structure Interaction." Journal of Marine Science and Application 18, no. 4 (2019): 387–99. http://dx.doi.org/10.1007/s11804-019-00105-6.

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Abstract Nowadays, an increasing number of ships and marine structures are manufactured and inevitably operated in rough sea. As a result, some phenomena related to the violent fluid-elastic structure interactions (e.g., hydrodynamic slamming on marine vessels, tsunami impact on onshore structures, and sloshing in liquid containers) have aroused huge challenges to ocean engineering fields. In this paper, the moving particle semi-implicit (MPS) method and finite element method (FEM) coupled method is proposed for use in numerical investigations of the interaction between a regular wave and a ho

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4

Kokkinowrachos, K., and I. Thanos. "Structure-Wave Interaction Under Earthquake Excitation." Journal of Offshore Mechanics and Arctic Engineering 112, no. 1 (1990): 65–73. http://dx.doi.org/10.1115/1.2919837.

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A method for the hydrodynamic analysis of large bottom-fixed offshore structures under earthquake action is presented. The investigation deals with arbitrarily shaped vertical bodies of revolution, to which the so-called macroelement method can be applied. The structure is considered here as rigid, the compressibility of the surrounding water has been taken into account. Numerical results for several bottom-mounted structures give information on the earthquake-induced hydrodynamic forces and their parts (added mass and damping). The effectiveness of the macroelement method is demonstrated. The

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5

Cannata, Giovanni. "Numerical Investigation of Wave-Structure Interaction." Journal of Marine Science and Engineering 11, no. 1 (2022): 37. http://dx.doi.org/10.3390/jmse11010037.

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The simulation of the propagation and evolution of sea waves in coastal regions and their interaction with coastal structures is a very useful engineering tool in several problems of coastal and environmental engineering [...]

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6

Smith, Warren R. "Wave–structure interactions for the distensible tube wave energy converter." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 472, no. 2192 (2016): 20160160. http://dx.doi.org/10.1098/rspa.2016.0160.

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A comprehensive linear mathematical model is constructed to address the open problem of the radiated wave for the distensible tube wave energy converter. This device, full of sea water and located just below the surface of the sea, undergoes a complex interaction with the waves running along its length. The result is a bulge wave in the tube which, providing certain criteria are met, grows in amplitude and captures the wave energy through the power take-off mechanism. Successful optimization of the device means capturing the energy from a much larger width of the sea waves (capture width). To

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7

Windt, Christian, Josh Davidson, Pál Schmitt, and John V. Ringwood. "Wave–structure interaction of wave energy converters: a sensitivity analysis." Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 173, no. 3 (2020): 144–58. http://dx.doi.org/10.1680/jencm.19.00033.

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8

Aristodemo, Francesco, and Marcello Di Risio. "Wave-Structure Interaction Processes in Coastal Engineering." Water 13, no. 6 (2021): 831. http://dx.doi.org/10.3390/w13060831.

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9

Akimoto, K., and H. Karimabadi. "Relativistic structure of stochastic wave–particle interaction." Physics of Fluids 31, no. 6 (1988): 1505. http://dx.doi.org/10.1063/1.866690.

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10

Chakrabarti, Subrata K. "Wave interaction with an upright breakwater structure." Ocean Engineering 26, no. 10 (1999): 1003–21. http://dx.doi.org/10.1016/s0029-8018(98)00028-6.

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11

Cáceres-Euse, A., F. M. Toro-Botero, A. Orfila, and A. F. Osorio. "Vortex formation in wave-submerged structure interaction." Ocean Engineering 166 (October 2018): 47–63. http://dx.doi.org/10.1016/j.oceaneng.2018.07.057.

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12

Clauss, Günther, Florian Stempinski, Matthias Dudek, and Marco Klein. "Water depth influence on wave–structure-interaction." Ocean Engineering 36, no. 17-18 (2009): 1396–403. http://dx.doi.org/10.1016/j.oceaneng.2009.08.020.

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13

Baranowski, Paweł, Jerzy Małachowski, and Łukasz Mazurkiewicz. "Local blast wave interaction with tire structure." Defence Technology 16, no. 3 (2020): 520–29. http://dx.doi.org/10.1016/j.dt.2019.07.021.

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14

Manam, S. R., J. Bhattacharjee, and T. Sahoo. "Expansion formulae in wave structure interaction problems." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 462, no. 2065 (2005): 263–87. http://dx.doi.org/10.1098/rspa.2005.1562.

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A large class of problems in the field of fluid–structure interaction involves higher-order boundary conditions for the governing partial differential equation and the eigenfunctions associated with these problems are not orthogonal in the usual sense. In the present study, mode-coupling relations are derived by utilizing the Fourier integral theorem for the solutions of the Laplace equation with higher-order derivatives in the boundary conditions in both the cases of a semi-infinite strip and a semi-infinite domain in two dimensions. The expansion for the velocity potential is derived in term

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15

Ege, Nihal, Bariş Erbaş, Julius Kaplunov, and Peter Wootton. "Approximate analysis of surface wave-structure interaction." Journal of Mechanics of Materials and Structures 13, no. 3 (2018): 297–309. http://dx.doi.org/10.2140/jomms.2018.13.297.

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16

Liaw, C. Y., N. Jothi Shankar, and K. S. Chua. "Subharmonic motions and wave force-structure interaction." Marine Structures 5, no. 4 (1992): 281–95. http://dx.doi.org/10.1016/0951-8339(92)90015-h.

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17

Ouyang, Zhenyu, and Boo Cheong Khoo. "Two-Phase Smoothed Particle Hydrodynamics Modelling of Hydrodynamic-Aerodynamic and Wave-Structure Interaction." Energies 15, no. 9 (2022): 3251. http://dx.doi.org/10.3390/en15093251.

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A two-phase (air and water) smoothed particle hydrodynamics (SPH) method is employed to study the hydrodynamic-aerodynamic and wave interaction with fixed and floating structures in a wave basin. The method is first verified for a classical two-phase dam-breaking. A mirror-open boundary is implemented at the top and left sides of a two-phase wave basin with a piston to generate a second-order regular wave. It is observed that, compared to the single-phase simulation, the two-phase one obtains a smoother water surface and prevents the non-physical water splash when interacting with the sloped d

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18

Bai, Zhi Gang, and Jun Zhao. "SPH Method Applications for Coastal Wave Breaking and Wave-Structure Interaction." Applied Mechanics and Materials 256-259 (December 2012): 1990–93. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1990.

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The Smoothed Particle Hydrodynamics (SPH) method is a mesh-free Lagrangian approach which is capable of tracking the large deformations of the free surface with good accuracy. A three-dimensional SPH model was proposed to simulate the wave–structure interaction (WSI), in which a weakly compressible SPH model was introduced to investigate the wave breaking and coastal structure. To validate the SPH numerical model, three different types of wave breaking, namely, spilling, plunging and surging breaking were successfully simulated. The computations were compared with the experimental data and a g

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19

Gao, Ningbo, Jianmin Yang, Wenhua Zhao, and Xin Li. "Numerical simulation of deterministic freak wave sequences and wave-structure interaction." Ships and Offshore Structures 11, no. 8 (2015): 802–17. http://dx.doi.org/10.1080/17445302.2015.1073864.

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20

Westphalen, J., D. M. Greaves, C. J. K. Williams, A. C. Hunt-Raby, and J. Zang. "Focused waves and wave–structure interaction in a numerical wave tank." Ocean Engineering 45 (May 2012): 9–21. http://dx.doi.org/10.1016/j.oceaneng.2011.12.016.

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21

Whalen, Thomas J., Antonio Giovanni Schöneich, Stuart J. Laurence, et al. "Hypersonic Fluid–Structure Interactions in Compression Corner Shock-Wave/Boundary-Layer Interaction." AIAA Journal 58, no. 9 (2020): 4090–105. http://dx.doi.org/10.2514/1.j059152.

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22

Zhang, Jisheng, Jinhai Zheng, Dong-Sheng Jeng, and Gang Wang. "Numerical Simulation of Solitary Wave Induced Flow Motion around a Permeable Submerged Breakwater." Journal of Applied Mathematics 2012 (2012): 1–14. http://dx.doi.org/10.1155/2012/508754.

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This paper presents a numerical model for the simulation of solitary wave transformation around a permeable submerged breakwater. The wave-structure interaction is obtained by solving the Volume-Averaged Reynolds-Averaged Navier-Stokes governing equations (VARANS) and volume of fluid (VOF) theory. This model is applied to understand the effects of porosity, equivalent mean diameter of porous media, structure height, and structure width on the propagation of a solitary wave in the vicinity of a permeable submerged structure. The results show that solitary wave propagation around a permeable bre

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23

Chen, L. F., J. Zang, A. J. Hillis, G. C. J. Morgan, and A. R. Plummer. "Numerical investigation of wave–structure interaction using OpenFOAM." Ocean Engineering 88 (September 2014): 91–109. http://dx.doi.org/10.1016/j.oceaneng.2014.06.003.

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24

Mondal, R., and T. Sahoo. "Wave structure interaction problems in three-layer fluid." Zeitschrift für angewandte Mathematik und Physik 65, no. 2 (2013): 349–75. http://dx.doi.org/10.1007/s00033-013-0368-3.

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25

Sirisup, S., G. E. Karniadakis, Y. Yang, and D. Rockwell. "Wave–structure interaction: simulation driven by quantitative imaging." Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences 460, no. 2043 (2004): 729–55. http://dx.doi.org/10.1098/rspa.2003.1187.

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26

Niedzwecki, John M., Eric W. Sandt, and Oriol R. Rijken. "Slepian models for waves and wave-structure interaction." Engineering Structures 17, no. 10 (1995): 696–704. http://dx.doi.org/10.1016/0141-0296(95)00060-k.

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27

Koo, K. K., K. T. Chau, X. Yang, S. S. Lam, and Y. L. Wong. "Soil-pile-structure interaction under SH wave excitation." Earthquake Engineering & Structural Dynamics 32, no. 3 (2003): 395–415. http://dx.doi.org/10.1002/eqe.230.

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28

Hu, Zhengyu, and Yuzhu Li. "NUMERICAL STUDY ON THE INTERACTION BETWEEN PERIODIC WAVES AND A FLEXIBLE WALL." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 3. http://dx.doi.org/10.9753/icce.v37.structures.3.

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Coastal structures were usually considered as stiff in the majority of studies related to wave structure interaction I n certain situations, such as impulsive wave loading on flexible breakwaters, ship hulls, tank walls hydroelasticity can be of importance for both wave dynamics and structural responses Akrish et al. (2018) showed that hydroelastic effects can either relax or amplify the hydrodynamic characteristics (i.e., wave run up and force) and structural oscillations in a deformable cantilever wal l interacting with an incident wave group. For flexible coastal defenses, Huang and Li (202

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29

Hikmatullah Sahib, Siti Ayishah Thaminah, Muhammad Zahir Ramli, Muhammad Afiq Azman, et al. "Rigid-Body Analysis of a Beveled Shape Structure in Regular Waves Using the Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) Method." Journal of Marine Science and Application 20, no. 4 (2021): 621–31. http://dx.doi.org/10.1007/s11804-021-00235-w.

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AbstractIn many cases of wave structure interactions, three-dimensional models are used to demonstrate real-life complex environments in large domain scales. In the seakeeping context, predicting the motion responses in the interaction of a long body resembling a ship structure with regular waves is crucial and can be challenging. In this work, regular waves interacting with a rigid floating structure were simulated using the open-source code based on the weakly compressible smoothed particle hydrodynamics (WCSPH) method, and optimal parameters were suggested for different wave environments. V

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30

Bian, Xingwang, Min Miao, Zhensong Li, and Xiaole Cui. "U-shaped meander-line slow-wave structure with stub-loading." Modern Physics Letters B 31, no. 16 (2017): 1750173. http://dx.doi.org/10.1142/s0217984917501731.

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In this paper, a U-shaped meander-line slow-wave structure (SWS) with stub-loading is proposed for applications in Ka-band traveling-wave tube (TWT). This new slow-wave structure, loaded with a stub at the center of the U-turn section, has higher interaction impedance and lower phase velocity compared with conventional U-shaped meander-line SWSs, indicating that the devices based on this structure may have a lower operating voltage and higher output power. The dispersion characteristic, interaction impedance, transmission characteristics, and beam-wave interaction are simulated by utilizing si

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31

Gibson, T. M., H. Babinsky, and L. C. Squire. "Passive control of shock wave–boundary-layer interactions." Aeronautical Journal 104, no. 1033 (2000): 129–40. http://dx.doi.org/10.1017/s000192400002532x.

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Abstract The passive control of a shock wave-boundary-layer interaction involves placing a porous surface beneath the interaction, allowing high pressure air from the flow downstream of the shock wave to recirculate through a plenum chamber into the low pressure flow upstream of the wave. The simple case of a normal shock wave at a Mach number of 1·4 interacting with the turbulent boundary layer on a flat wall is investigated both experimentally and numerically. The experimental investigation made use of holographic interferometry, while the computational section of the investigation made use

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32

Jiang, Changqing, Ould el Moctar, and Guiyong Zhang. "Nonlinear modeling of wave–structure interaction for a flexible floating structure." Ocean Engineering 300 (May 2024): 117489. http://dx.doi.org/10.1016/j.oceaneng.2024.117489.

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33

Wan, Zhan-Hong, Zhen-Jiang You, and Chang-Bin Wang. "Dynamic stability of non-dilute fiber shear suspensions." Thermal Science 16, no. 5 (2012): 1551–55. http://dx.doi.org/10.2298/tsci1205551w.

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Temporal stability analysis of fiber suspended shear flow is performed. After introducing the second order structure tensor to determine the Folgar-Tucker inter-fiber interactions based on the Langevin?s equation, a system governing the flow stability is derived in conjunction with the fiber orientation closure. Effect of the inter-fiber interactions on the dynamic stability is studied by solving the general eigenvalue problem. Results show that fiber interaction has significant stabilizing effects on the flow. The most unstable wave number changes with the interaction coefficient. For given i

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34

ChengYee, Ng, Tuhaijan Siti Nor Adha, Velluruzhathil John Kurian, and Lim Wai Loon. "Ocean Wave-Structure Interaction of Two Wave Energy Converters in Malaysian Water." MATEC Web of Conferences 203 (2018): 01010. http://dx.doi.org/10.1051/matecconf/201820301010.

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Due to rapid urbanization and industrialization, the consumption of electricity in the world is expected to increase, thus leads to the fast development of the renewable energy industry. In 2016, 24.5% of the electricity is produced by renewable energy. There are several types of renewable energy, e.g. solar, wind, and ocean wave. The ocean wave energy is identified to have the greatest potential for electricity generation. There are various types of wave energy converter (WEC) that have been designed for harnessing the wave energy, e.g. the oscillating water column, salter duck, point absorbe

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35

Schofield, W. H. "Turbulent-boundary-layer development in an adverse pressure gradient after an interaction with a normal shock wave." Journal of Fluid Mechanics 154 (May 1985): 43–62. http://dx.doi.org/10.1017/s0022112085001410.

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An experimental study has been made of the development of a turbulent boundary layer in an adverse pressure gradient after an interaction with a normal shock wave that was strong enough to separate the boundary layer locally. The pressure gradient applied to the layer was additional to the pressure gradients induced by the shock wave. Measurements were taken for several hundreds of layer thicknesses downstream of the interaction. To separate the effects of shock wave and pressure gradient a second set of observations were made in a reference layer that developed in the same adverse pressure gr

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36

Chen, Cheng-Tsung, Jaw-Fang Lee, and Chun-Han Lo. "Mooring Drag Effects in Interaction Problems of Waves and Moored Underwater Floating Structures." Journal of Marine Science and Engineering 8, no. 3 (2020): 146. http://dx.doi.org/10.3390/jmse8030146.

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In contrast to either considering structures with full degrees of freedom but with wave force on mooring lines neglected or with wave scattering and radiation neglected, in this paper, a new analytic solution is presented for wave interaction with moored structures of full degrees of freedom and with wave forces acting on mooring lines considered. The linear potential wave theory is applied to solve the wave problem. The wave fields are expressed as superposition of scattering and radiation waves. Wave forces acting on the mooring lines are calculated using the Morison equation with relative m

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37

Yao Ruoyan, 姚若妍, 唐涛 Tang Tao, 赵国庆 Zhao Guoqing, 黄民智 Huang Minzhi, and 宫玉彬 Gong Yubin. "Design of slow-wave structure and beam-wave interaction simulation for helix traveling-wave tube." High Power Laser and Particle Beams 26, no. 6 (2014): 63030. http://dx.doi.org/10.3788/hplpb20142606.63030.

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38

Didier, E., D. R. C. B. Neves, R. Martins, and M. G. Neves. "MODELLING OF HYDRODYNAMICS AROUND AN IMPERMEABLE BREAKWATER: COMPARISON BETWEEN PHYSICAL AND SPH NUMERICAL MODELING." Revista de Engenharia Térmica 11, no. 1-2 (2012): 68. http://dx.doi.org/10.5380/reterm.v11i1-2.62003.

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This work presents the new developments and the validation of a Smoothed Particle Hydrodynamics (SPH) numerical model used in the National Laboratory of Civil Engineering (Laboratório Nacional de Engenharia Civil - LNEC) for studies in coastal engineering processes. Although the model requires a high CPU time, it proved to be very promising in the simulation of complex flows, such as the wave-structure interaction and the wave breaking phenomenon. For the SPH model validation, physical modeling tests were performed in one LNEC’s flume to study the interaction between an impermeable structure a

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39

Xu, Xihang, Md Salauddin та Jennifer Keenahan. "A convergence study simulating regular waves using the k-ω SST turbulence model in OpenFOAM®". IOP Conference Series: Materials Science and Engineering 1312, № 1 (2024): 012006. http://dx.doi.org/10.1088/1757-899x/1312/1/012006.

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Abstract OpenFOAM® has been widely used in coastal engineering to visualise and analyse wave-structure interaction and evaluate the effectiveness of innovative coastal protection structures. To study the influence of an eco-retrofitted seawall on the wave overtopping process, a 2D numerical wave tank with a k-ω SST turbulence model is developed to recreate previously completed experiments. Results of wave structure interactions at a plain vertical seawall subjected to regular waves using OpenFOAM® are presented, considering various configurations of time steps and grid resolutions. Both deep w

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40

Ji, Qiaoling, Yu Wang, and Guowei Zhang. "Numerical Study of Solitary Wave Interaction with a Submerged Semicircular Cylinder." Mathematical Problems in Engineering 2019 (April 2, 2019): 1–15. http://dx.doi.org/10.1155/2019/3589052.

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The propagation on submerged structures of solitary wave, as a typical nonlinear wave, has guiding significance for the design and operation of coastal engineering. This paper presents a numerical model based on Navier-Stokes equations to study the interaction of the solitary wave with a submerged semicircular cylinder. A multiphase method is utilized to deal with water and air phase. The model uses the CIP (Constrained Interpolation Profile) method to solve the convection term of the Navier-Stokes equations and the THINC (Tangent of Hyperbola for Interface Capturing) scheme to capture the fre

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41

Clauss, Günther F., and Christian E. Schmittner. "Experimental Optimization of Extreme Wave Sequences for the Deterministic Analysis of Wave/Structure Interaction." Journal of Offshore Mechanics and Arctic Engineering 129, no. 1 (2006): 61–67. http://dx.doi.org/10.1115/1.2426984.

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For the deterministic analysis of wave/structure interaction in the sense of cause-reaction chains, and for analyzing structure responses due to special wave sequences (e.g., three sisters phenomenon or other rogue wave groups) methods for the precise generation of tailored wave sequences are required. Applying conventional wave generation methods, the creation of wave trains satisfying given local wave parameters, and the generation of wave groups with predefined characteristics is often difficult or impossible, if sufficient accuracy is required. In this paper we present an optimization appr

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42

Budnarowska, Magdalena, Szymon Rafalski, and Jerzy Mizeraczyk. "Vector-Field Visualization of the Total Reflection of the EM Wave by an SRR Structure at the Magnetic Resonance." Energies 15, no. 1 (2021): 111. http://dx.doi.org/10.3390/en15010111.

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Metamaterials are artificially structured composite media with a unique electromagnetic (EM) response that is absent from naturally occurring materials, which appears counterintuitive and aggravates traditional difficulties in perceiving the behavior of EM waves. The aim of this study was to better understand the interaction of EM waves with metamaterials by virtual visualizing the accompanying physical phenomena. Over the years, virtual visualization of EM wave interactions with metamaterials has proven to be a powerful tool for explaining many phenomena that occur in metamaterials. In this s

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43

Wang Hui, 王晖, 李宏福 Li Hongfu, 鄢然 Yan Ran, et al. "Dielectricloaded interaction structure for gyrotrontravelling wave tube." High Power Laser and Particle Beams 23, no. 9 (2011): 2484–88. http://dx.doi.org/10.3788/hplpb20112309.2484.

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44

Hsiao, George C., and Tonatiuh Sánchez-Vizuet. "Time-Dependent Wave-Structure Interaction Revisited: Thermo-Piezoelectric Scatterers." Fluids 6, no. 3 (2021): 101. http://dx.doi.org/10.3390/fluids6030101.

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In this paper, we are concerned with a time-dependent transmission problem for a thermo-piezoelectric elastic body that is immersed in a compressible fluid. It is shown that the problem can be treated by the boundary-field equation method, provided that an appropriate scaling factor is employed. As usual, based on estimates for solutions in the Laplace-transformed domain, we may obtain properties of corresponding solutions in the time-domain without having to perform the inversion of the Laplace-domain solutions.

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45

Gui, Qinqin, Ping Dong, Songdong Shao, and Yiqiang Chen. "Incompressible SPH simulation of wave interaction with porous structure." Ocean Engineering 110 (December 2015): 126–39. http://dx.doi.org/10.1016/j.oceaneng.2015.10.013.

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46

Klein, Marco, Günther F. Clauss, Suresh Rajendran, Carlos Guedes Soares, and Miguel Onorato. "Peregrine breathers as design waves for wave-structure interaction." Ocean Engineering 128 (December 2016): 199–212. http://dx.doi.org/10.1016/j.oceaneng.2016.09.042.

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47

Tabib-Azar, M., and P. Das. "Surface acoustic wave-superlattice interaction in separate-medium structure." Superlattices and Microstructures 4, no. 4-5 (1988): 643–51. http://dx.doi.org/10.1016/0749-6036(88)90254-6.

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48

Shi, Yanchao, Hong Hao, and Zhong-Xian Li. "Numerical simulation of blast wave interaction with structure columns." Shock Waves 17, no. 1-2 (2007): 113–33. http://dx.doi.org/10.1007/s00193-007-0099-5.

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49

Ren, Xi-feng, Zhao-chen Sun, Xing-gang Wang, and Shu-xiu Liang. "SPH Numerical Modeling for the Wave–Thin Structure Interaction." China Ocean Engineering 32, no. 2 (2018): 157–68. http://dx.doi.org/10.1007/s13344-018-0017-x.

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50

Bérenger, Jean-Pierre. "An Optimized CFS-PML for Wave–Structure Interaction Problems." IEEE Transactions on Electromagnetic Compatibility 54, no. 2 (2012): 351–58. http://dx.doi.org/10.1109/temc.2011.2178852.

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