Fluid/Structure Interactions II

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: closed (20 April 2023) | Viewed by 16069

Special Issue Editors


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Guest Editor
Academy of Sciences of Ukraine, Institute of Hydromechanics, Kyiv, Ukraine
Interests: mathematical modelling; fluids engineering; applied and computational mathematics; fluid dynamics; nonlinear analysis; cavitation
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Guest Editor
School of Mathematics, University of East Anglia, Norwich, UK
Interests: unsteady problems of hydrodynamics and hydroelasticity; interactions between fluids with free surfaces and rigid or elastic bodies; asymptotic analysis; theory of analytic functions; mixed boundary-value problems; numerical analysis
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Guest Editor
College of Shipbuilding Engineering, Harbin Engineering University, Harbin, China
Interests: interaction between ice and water; polar ship dynamics; ice loads; water entry/exit; bubble dynamics; fluid-structure interaction

Special Issue Information

Dear Colleagues,

Fluid/structure interaction is a wide, multidisciplinary topic of fluid dynamics that is continuously developing. In the last decade, the main drivers of research in this field have been the renewable energy sector, advanced ship technology, bioengineering, activities in the Arctic Regions due to the climate change and ice melting, and deep-water resource exploration.

The purpose of the second edition of this Special Issue is to gather together the most exciting experimental, theoretical, and computational studies and to provide high-quality reviewing and a rapid publication, which is the particular feature of the host journal JMSE.

High-quality papers directly related to the various aspects indicated below are encouraged:

  • wave energy converters;
  • offshore wind farms;
  • coastal structures;
  • polar engineering;
  • surface and submerged vehicles;
  • dynamics of hydraulic systems;
  • slamming of ships;
  • marine propulsors.

Dr. Yuriy Semenov
Prof. Dr. Alexander Korobkin
Prof. Dr. Baoyu Ni
Guest Editors

Manuscript Submission Information

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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Journal of Marine Science and Engineering is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • vortex-induced vibration
  • aero/hydroelasticity
  • free-surface and multiphase flows
  • wave-body interaction
  • ice-fluid interaction
  • cavitation instability
  • vessel dynamics
  • offshore aquaculture

Published Papers (10 papers)

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Research

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19 pages, 588 KiB  
Article
Interaction of a Flexural-Gravity Wave with a Vertical Rigid Plate Built in a Floating Elastic Plate
by Qiyuan Wu, Tatyana Khabakhpasheva, Baoyu Ni and Alexander Korobkin
J. Mar. Sci. Eng. 2023, 11(4), 697; https://doi.org/10.3390/jmse11040697 - 24 Mar 2023
Cited by 1 | Viewed by 1161
Abstract
The linear two-dimensional problem of interaction between an hydroelastic wave propagating along an elastic floating ice plate with built-in vertical rigid plate is studied. The fluid under the ice is inviscid and incompressible. The fluid depth is finite. The deflection of the ice [...] Read more.
The linear two-dimensional problem of interaction between an hydroelastic wave propagating along an elastic floating ice plate with built-in vertical rigid plate is studied. The fluid under the ice is inviscid and incompressible. The fluid depth is finite. The deflection of the ice plate is described by the linear theory of thin elastic plates. The flow under the ice is potential. The total velocity potential is decomposed into the potential of the incident wave, even potential caused by the vertical motion of the rigid plate, and an odd potential caused by the rotation of the rigid plate. The vertical mode method is used. The third potential is obtained by solving a mixed boundary-value problem numerically using Chebyshev polynomials. The solution is validated by analysis of its convergence. The first and second potentials, and the corresponding deflections and strains of the ice plate, are obtained analytically. The motions of the rigid plate, as well as deflection and strains in the floating plate, are numerically analyzed. It is shown that the rotation of the rigid plate due to the incident wave is the main factor of increasing strains in the ice plate. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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17 pages, 5445 KiB  
Article
A CFD-Based Data-Driven Reduced Order Modeling Method for Damaged Ship Motion in Waves
by Zhe Sun, Lu-yu Sun, Li-xin Xu, Yu-long Hu, Gui-yong Zhang and Zhi Zong
J. Mar. Sci. Eng. 2023, 11(4), 686; https://doi.org/10.3390/jmse11040686 - 23 Mar 2023
Cited by 2 | Viewed by 1427
Abstract
A simple CFD-based data-driven reduced order modeling method was proposed for the study of damaged ship motion in waves. It consists of low-order modeling of the whole concerned parameter range and high-order modeling for selected key scenarios identified with the help of low-order [...] Read more.
A simple CFD-based data-driven reduced order modeling method was proposed for the study of damaged ship motion in waves. It consists of low-order modeling of the whole concerned parameter range and high-order modeling for selected key scenarios identified with the help of low-order results. The difference between the low and high-order results for the whole parameter range, where the main trend of the physics behind the problem is expected to be captured, is then modeled by some commonly used machine learning or data regression methods based on the data from key scenarios which is chosen as Piecewise Cubic Hermite Interpolating Polynomial (PCHIP) in this study. The final prediction is obtained by adding the results from the low-order model and the difference. The low and high-order modeling were conducted through computational fluid dynamics (CFD) simulations with coarse and refined meshes. Taking the roll Response Amplitude Operator (RAO) of a DTMB-5415 ship model with a damaged cabin as an example, the proposed physics-informed data-driven model was shown to have the same level of accuracy as pure high-order modeling, whilst the computational time can be reduced by 22~55% for the studied cases. This simple reduced order modeling approach is also expected to be applicable to other ship hydrodynamic problems. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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23 pages, 7746 KiB  
Article
When Does a Light Sphere Break Ice Plate Most by Using Its Net Buoyance?
by Bao-Yu Ni, Hao Tan, Shao-Cheng Di, Chen-Xi Zhang, Zhiyuan Li, Luofeng Huang and Yan-Zhuo Xue
J. Mar. Sci. Eng. 2023, 11(2), 289; https://doi.org/10.3390/jmse11020289 - 29 Jan 2023
Cited by 2 | Viewed by 1280
Abstract
A free-rising buoyant sphere can break an ice plate floating above it. The problem is when the light sphere breaks the ice plate most, or the optimal relative density of the sphere which can break the ice plate the most severely. This experimental [...] Read more.
A free-rising buoyant sphere can break an ice plate floating above it. The problem is when the light sphere breaks the ice plate most, or the optimal relative density of the sphere which can break the ice plate the most severely. This experimental study was done to answer this problem. A set of experimental devices were designed, and a high-speed camera system was adopted to record the whole dynamic process, including the free-rising of the sphere, the collision between the sphere and the ice plate, the crack initiation and propagation, as well as the breakup of the ice plate. The failure mode of the ice plate under impact load was analyzed. It was found that conical cracks were formed under the reflected tensile wave at the top surface of the ice plate. On this basis, the influences of ice thickness, the initial submergence depth, and the relative density of the sphere on icebreaking were further investigated. An optimal relative density of the sphere was found when the sphere was released at a certain initial submergence depth, at which point the ice was damaged the most severely. For example, when the dimensionless initial submergence depth of the sphere was 2.31, the optimal relative density of the sphere was close to 0.4, with the probability of the ice plate breakup as high as 91.7%. It was also found from the experiments that the degree of damage to the ice plate correlated well with the kinetic energy of the sphere just before collision. Results showed that the optimal relative density can be estimated by theoretical analysis of the kinetic energy of the sphere, which will provide a reference for potential icebreaking applications in the future. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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21 pages, 8653 KiB  
Article
Effect of Rigid Vegetation Arrangement on the Mixed Layer of Curved Channel Flow
by Tianwei Huang, Mengxing He, Kan Hong, Yingtien Lin and Pengcheng Jiao
J. Mar. Sci. Eng. 2023, 11(1), 213; https://doi.org/10.3390/jmse11010213 - 13 Jan 2023
Cited by 3 | Viewed by 1333
Abstract
Curved channels and aquatic vegetation are commonly present in the riverine environment. In this study, the effects of vegetation density and distribution on the hydrodynamic characteristics of a mixed layer developed over a 180-degree curved channel were investigated through flume experiments. Wooden sticks [...] Read more.
Curved channels and aquatic vegetation are commonly present in the riverine environment. In this study, the effects of vegetation density and distribution on the hydrodynamic characteristics of a mixed layer developed over a 180-degree curved channel were investigated through flume experiments. Wooden sticks were used to simulate rigid vegetation distributed along the half side of the channel, and a 200 Hz acoustic Doppler velocimeter (ADV) was employed to measure the three-dimensional instantaneous velocity at five selected cross sections along the curved channel. Experimental results show that the vegetation covering the half of the channel significantly affects the hydrodynamic structure of the curved channel flow, and the unequal vegetation resistance induces the K-H instability at the vegetation and non-vegetation interface, resulting in a standard hyperbolic tangent function of streamwise velocity distribution along the lateral direction. The influence of curve position on turbulence kinetic energy is far greater than that of vegetation density and vegetation distribution. The peak value of turbulent kinetic energy is comprehensively affected by vegetation density and distribution, and the peak position of turbulent kinetic energy at the interface is changed by different vegetation distribution. The combined effect of the curve and the partly covered vegetation increases the mixing between the water bodies, enhancing turbulent kinetic energy, and vegetation along the concave bank plays a more significant role. For turbulent bursting, the inward and outward interactions are mainly bursting events in the vegetation area, while ejections and sweeps are dominant in the non-vegetation area. However, the critical vegetation condition to initiate large-scale coherent structure (LSS) in the mixed layer and the influence of flexible vegetation need to be further studied in the future. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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20 pages, 6262 KiB  
Article
The Scale Effect Study on the Transient Fluid–Structure Coupling Performance of Composite Propellers
by Zheng Huang, Zhangtao Chen, Yanbing Zhang, Ying Xiong and Kemin Duan
J. Mar. Sci. Eng. 2022, 10(11), 1725; https://doi.org/10.3390/jmse10111725 - 11 Nov 2022
Viewed by 1048
Abstract
In order to predict the fluid–structure coupling performance of a full-scale composite propeller under a wake flow field behind a full ship, a bidirectional transient fluid–structure coupling algorithm was established. The performance includes the transient fluid–structure coupling deformation, structural natural frequency, and unsteady [...] Read more.
In order to predict the fluid–structure coupling performance of a full-scale composite propeller under a wake flow field behind a full ship, a bidirectional transient fluid–structure coupling algorithm was established. The performance includes the transient fluid–structure coupling deformation, structural natural frequency, and unsteady hydrodynamic performance. The results showed that the circumferential non-uniform wake flow field can cause periodic pulsation of the propeller’s hydrodynamic force. The average values of thrust and torque coefficient increase, while the pulsation ratio decreases with the increase in scale. The maximum deformation ratio of fluid–structure coupling is linearly related to the scale ratio. Due to the influence of fluid-added stiffness, the maximum deformation ratio needs to be modified by 3% based on the cantilever plate deflection formula. The first five natural frequencies of dry mode and wet mode decrease with the increasing scale, and the wet natural frequencies of each order decrease by 60~68% compared with dry mode. The fluid–structure coupling hydrodynamic performance still show a periodic pulsation with the phase angle, and its average value increases linearly with the scale ratio, while the pulsation ratio decreases with the power relationship of the scale ratio. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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17 pages, 7079 KiB  
Article
Ice-Water-Gas Interaction during Icebreaking by an Airgun Bubble
by Qi-Gang Wu, Zuo-Cheng Wang, Bao-Yu Ni, Guang-Yu Yuan, Yuriy A. Semenov, Zhi-Yuan Li and Yan-Zhuo Xue
J. Mar. Sci. Eng. 2022, 10(9), 1302; https://doi.org/10.3390/jmse10091302 - 15 Sep 2022
Cited by 3 | Viewed by 1405
Abstract
When an airgun releases high-pressure gas underwater below an ice plate, it is observed that a bubble is formed rapidly while the ice plate is broken fiercely. In order to study the ice-water-gas interaction during this transient and violent phenomenon, a set of [...] Read more.
When an airgun releases high-pressure gas underwater below an ice plate, it is observed that a bubble is formed rapidly while the ice plate is broken fiercely. In order to study the ice-water-gas interaction during this transient and violent phenomenon, a set of laboratory-scale devices was designed and a series of icebreaking experiments were carried out. High-speed photography was used to capture the evolution of the bubble and the ice plate. It was found that the airgun bubble had a unique ‘pear’ shape compared with the spherical bubble generated by electric sparking. The pressure induced by the pulsation of the airgun bubble near a rigid wall was measured by the pressure sensor. The initial shockwave, oscillatory pressure peaks caused by the directional fast air injection, secondary shockwave, and pressure peak caused by the bubble jet impact were clearly recorded. Three damage patterns of ice plates were observed and corresponding reasons were analyzed. The influence of dimensionless parameters, such as airgun-ice distance H and ice thickness T, was also investigated. The physical mechanism of ice-water-gas interaction was summarized. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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18 pages, 7004 KiB  
Article
Numerical Simulation of an Air-Bubble System for Ice Resistance Reduction
by Bao-Yu Ni, Hongyu Wei, Zhiyuan Li, Bin Fang and Yanzhuo Xue
J. Mar. Sci. Eng. 2022, 10(9), 1201; https://doi.org/10.3390/jmse10091201 - 27 Aug 2022
Cited by 2 | Viewed by 1498
Abstract
Ships sailing through cold regions frequently encounter floe ice fields. An air-bubble system that reduces friction between the hull and ice floes is thus considered useful for the reduction of ice-induced resistance. In this study, a numerical analysis procedure based on coupled finite [...] Read more.
Ships sailing through cold regions frequently encounter floe ice fields. An air-bubble system that reduces friction between the hull and ice floes is thus considered useful for the reduction of ice-induced resistance. In this study, a numerical analysis procedure based on coupled finite volume method (FVM) and discrete element method (DEM) is proposed to simulate complicated hull-water-gas-ice interactions for ice-going ships installed with air-bubble systems. The simulations reveal that after turning on the air-bubble system ice floes in contact with the hull side wall are pushed away from the hull by the gas-water mixture, resulting in an ice-free zone close to the side hull. It is found that the drag reduction rate increases with the increase of ventilation, while the bow ventilation plays a deciding role in the overall ice-resistance reduction. The proposed procedure is expected to facilitate design of new generations of ice-going ships. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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11 pages, 464 KiB  
Article
Visco-Elastic Plate Motion after Its Breaking into Parts
by Alexander Korobkin and Tatiana Khabakhpasheva
J. Mar. Sci. Eng. 2022, 10(6), 833; https://doi.org/10.3390/jmse10060833 - 20 Jun 2022
Viewed by 1236
Abstract
Mathematical modelling of visco-elastic plate breaking and consequent deflection of the plate are studied using the simplified formulation. The plate is modelled as a thin visco-elastic plate of constant thickness. The edges of the plate are clamped. The plate deflection is caused by [...] Read more.
Mathematical modelling of visco-elastic plate breaking and consequent deflection of the plate are studied using the simplified formulation. The plate is modelled as a thin visco-elastic plate of constant thickness. The edges of the plate are clamped. The plate deflection is caused by a uniform aerodynamic pressure, which slowly increases in time. The plate deflection before breaking is approximated as quasi-static. The plate breaks instantly then and there, when and where the modified fracture criterion by Petrov and Morozov is achieved. Both the deflections and velocities of the plate before and after breaking are assumed equal.The motion of the plate parts after breaking are highly unsteady and dependent on the viscous properties of the plate. If the viscosity of the plate material is negligible compared with the elastic characteristics of the plate, then the velocity of the plate deflection is discontinuous at the time instant of the plate breaking. This feature of the plate motion after its breaking should be taken into account in interpretation of the numerical results within the linearised model of plate deflection with sudden breaking. It is shown that the plate can break in a cascade way. Each part after the first breaking breaks again. The configuration studied in this paper is specially tailored to highlight the behaviour of the numerical solutions of the plate breaking problems in applications. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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15 pages, 2624 KiB  
Article
An Iterative Method for Interaction of Hydro-Elastic Waves with Several Vertical Cylinders of Circular Cross-Sections
by Nazile B. Disibuyuk, Oguz Yilmaz, Alexander Korobkin and Tatyana Khabakhpasheva
J. Mar. Sci. Eng. 2022, 10(6), 723; https://doi.org/10.3390/jmse10060723 - 25 May 2022
Cited by 1 | Viewed by 1262
Abstract
The problem of ice loads acting on multiple vertical cylinders of circular cross-sections frozen in an ice cover of infinite extent is studied. The loads are caused by a flexural-gravity wave propagating in the ice cover towards the rigid bottom-mounted cylinders. This is [...] Read more.
The problem of ice loads acting on multiple vertical cylinders of circular cross-sections frozen in an ice cover of infinite extent is studied. The loads are caused by a flexural-gravity wave propagating in the ice cover towards the rigid bottom-mounted cylinders. This is a three-dimensional linearized problem of hydroelasticity with finite water depth. The flow under the ice is potential and incompressible. The problem is solved by the vertical mode method combined with an iterative method. The velocity potential is written with respect to each cylinder and is expanded into the Fourier series. The algorithm of the problem solving is reduced to calculations of the Fourier coefficients of the velocity potential. Numerical results for the forces acting on four circular cylinders are presented for different ice thicknesses, incident wave angles and cylinder spacing. The obtained wave forces are compared with the results by others. Good agreement is reported. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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Review

Jump to: Research

17 pages, 3932 KiB  
Review
Evaluation of Hydrodynamic Force Coefficients in Presence of Biofouling on Marine/Offshore Structures, a Review and New Approach
by Franck Schoefs, Arash Bakhtiari and Hamed Ameryoun
J. Mar. Sci. Eng. 2022, 10(5), 558; https://doi.org/10.3390/jmse10050558 - 20 Apr 2022
Cited by 8 | Viewed by 2334
Abstract
Novel attempts to optimize the design and requalification of offshore structures draws attention to the importance of updating information about the environmental forces. One of the important steps to design or re-assess offshore structures is the re-evaluation/evaluation of bio-colonization’s effects. This paper presents [...] Read more.
Novel attempts to optimize the design and requalification of offshore structures draws attention to the importance of updating information about the environmental forces. One of the important steps to design or re-assess offshore structures is the re-evaluation/evaluation of bio-colonization’s effects. This paper presents a review of studies that considered biofouling in marine/offshore structures. Most of the previous researchers conducted the effects of biofouling as a surface roughness; however, some others proved that despite the surface roughness, other marine fouling components such as surface coverage ratio, biofouling species, and aggregation, may significantly influence hydrodynamic force coefficients, particularly at higher Reynolds numbers (Re). In addition, a new approach is proposed in this paper to estimate the drag coefficient of circular members covered by biofouling. The new approach relies on a multiple parameter equation and builds on the existing measurement of the drag force coefficient. Two relationships between biofouling parameters and drag coefficient are given for hard biofouling at the post-critical Re regime. Full article
(This article belongs to the Special Issue Fluid/Structure Interactions II)
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