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Guest Editorial: Special Section on Advanced Numerical Methods and Applications in Marine Hydrodynamics 客座编辑:高级数值方法及其在海洋流体力学中的应用专刊
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-11-30 DOI: 10.1115/1.4056343
J. Zang, Qing Xiao, L. Manuel
There is an ever-increasing interest to analyze problems related to the dynamics of fluids and their interactions with fixed or floating offshore structures. Continued technological advances in computer power have enabled the development of novel numerical methods and its application to analysis and engineering design; this has improved our understanding of many complex problems that were unsolved before. The increasing demands for harnessing marine renewable energy, and the challenges from more extreme weather due to climate change add difficulties and opportunities to this field. This Special Issue aims to highlight recent efforts in the development of advanced numerical methods as well as their applications to marine hydrodynamics for a wide range of applications.
人们对分析与流体动力学及其与固定或浮动海上结构物的相互作用有关的问题越来越感兴趣。计算机技术的不断进步使新型数值方法得以发展,并将其应用于分析和工程设计;这提高了我们对许多以前未解决的复杂问题的理解。对利用海洋可再生能源的需求不断增加,以及气候变化导致的更极端天气带来的挑战,为该领域增加了困难和机遇。本期特刊旨在重点介绍先进数值方法的发展及其在海洋流体力学中的广泛应用。
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引用次数: 0
Numerical Investigation of Ship Waves and associated Hydrodynamics over a Sloping Bed with a Non-hydrostatic Model 用非流体静力模型对倾斜海床上船舶波浪及相关流体动力学的数值研究
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-11-23 DOI: 10.1115/1.4056314
Lilei Mao, Xin Li, Yi-mei Chen
The ship waves and related hydrodynamics over a sloping bed are investigated numerically in this paper, and we aim to clarify the characteristics of ship wave deformation and its hydrodynamic effects. Laboratory experiments are performed with a self-propelled ship model to produce various wave conditions over a sloping bed in the water flume, providing the datasets for validation works of numerical simulations. With the implementation of model sensitivity analysis, numerical calculations of ship-induced waves and flow velocities are completed using the non-hydrostatic model in XBeach, and compared against experimental measurements. The results show that the model is not only able to calculate primary and secondary waves well, but also the ship-induced near-bed velocity, when ship waves are prominent in the water flume. Further numerical investigations of ship wave transformation and associated hydrodynamic effects are conducted over a sloping bed under different ship speed conditions. The ship wave height and run-up variations along the cross-shore transect clearly indicate the wave energy dissipation due to breaking and bottom friction. The ship-induced flow velocities are found to be mainly contributed by the low-frequency primary waves in our numerical experiments.
本文对倾斜海床上的船舶波浪及其相关的流体动力学进行了数值研究,旨在阐明船舶波浪变形的特征及其流体动力学效应。利用自行推进船舶模型进行了实验室实验,以在水槽中的倾斜床上产生各种波浪条件,为数值模拟的验证工作提供了数据集。通过模型灵敏度分析的实施,使用XBeach中的非静水模型完成了船舶诱导波和流速的数值计算,并与实验测量结果进行了比较。结果表明,当波浪在水槽中突出时,该模型不仅能够很好地计算一次波浪和二次波浪,而且能够很好的计算船舶诱导的近床速度。在不同船舶速度条件下,对倾斜海床上的船舶波浪变换和相关的水动力效应进行了进一步的数值研究。船舶波浪高度和爬高沿横海岸断面的变化清楚地表明了由于破碎和底部摩擦引起的波浪能量耗散。在我们的数值实验中发现,船舶诱导流速主要由低频初级波贡献。
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引用次数: 1
Collapse Limit of Thermally Treated Line Pipe under Combined External Pressure and Bending Deformation 外压与弯曲变形复合作用下热处理管线的坍塌极限
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-11-08 DOI: 10.1115/1.4056186
T. Sakimoto, Hisakazu Tajika, T. Handa, S. Igi, J. Kondo
This study discusses the collapse criteria for thermally-treated line pipe and their bending interaction against collapse based on a full-scale test under external pressure with and without bending loading. The critical collapse strain in the pressure bending test was much higher than that estimated by the DNV-ST-F101 standard because it was calculated based on estimating collapse pressures without bending interaction based on SMYS of design pipe in the standard. However, the collapse pressures without bending interaction in fullscale test was significantly higher than that of the estimation according to DNV-ST-F101 standard. The effect of the thermal heat cycle simulated anti-corrosion coating heating on line pipe collapse criteria is also discussed based on the change of yield stress of pre-strained and thermally-treated material. As the maximum heat cycle temperature increases, the reduction of the compressive yield stress along circumferential direction by the Baushinger effect due to UOE process becomes small. It is thought that a DNV equation for estimating the critical bending strain to collapse will provide a more accurate estimation of the critical collapse pressure and strain for thermally-treated line pipe when the collapse pressure is calculated considering the change of strength parameters due to the tensile pre-strain level and heat cycle temperature.
本文通过外压和无弯曲载荷下的全尺寸试验,探讨了热处理管线的坍塌准则及其弯曲相互作用。压力弯曲试验的临界坍塌应变是在标准中基于设计管道的SMYS估计无弯曲相互作用的坍塌压力的基础上计算的,因此远远高于DNV-ST-F101标准估计的临界坍塌应变。然而,在无弯曲相互作用的情况下,实尺试验的破坏压力明显高于DNV-ST-F101标准的估计。基于预应变和热处理材料屈服应力的变化,讨论了热循环模拟防腐涂层加热对管道坍塌准则的影响。随着最大热循环温度的升高,UOE过程引起的包辛格效应对压缩屈服应力沿周向的降低作用变小。认为,考虑拉伸预应变水平和热循环温度对强度参数的影响,在计算热处理管线坍塌压力时,采用DNV方程估算管线坍塌临界弯曲应变,可以更准确地估算管线的临界坍塌压力和应变。
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引用次数: 0
Hydroelastic analysis of hard-chine sections entering water – observations for use in preliminary design stage 入水硬断面的水弹性分析。初步设计阶段用观测资料
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-11-03 DOI: 10.1115/1.4056162
S. Tavakoli, A. Babanin, S. Hirdaris
Wing-in Ground Effect (WIG) vehicles and planing hulls are exposed to unsteady, high magnitude hydrodynamic forces as their bow enters water. The resulting forces can lead to structural damages and uncomfortable conditions for passengers onboard. This article aims to provide deeper understanding on the influence of structural flexibility throughout the water entry process of a hard chine section. A Finite Volume Method (FVM) based flexible fluid-structure interaction (FFSI) model is used to solve multi-physics. Quantitative comparisons are made between experimental and computational data. Simulations demonstrate that structural responses can attenuate the pressure acting on the body of hard-chine sections impinging water with deadrise angles of 10°, 20° and 30°.However, they cannot affect that of a section with deadrise angle of 45° since its pressure distribution pattern is different. It is shown that the impact speed has an important role in hydroelastic response while the sectional Young’s modulus affects impact pressures and resulting equivalent stresses. The former increases under the increase of Young’s modulus. The latter may increase when the impact speed is low and decreases when the impact speed is high. It is concluded that the results presented may be useful for preliminary design.
翼内地面效应(WIG)车辆和船体在其船首入水时暴露在非定常、高强度的水动力下。由此产生的力可能导致结构损坏,并使乘客感到不舒服。本文旨在更深入地了解结构柔韧性在硬板断面入水过程中的影响。采用基于有限体积法(FVM)的柔性流固耦合(FFSI)模型求解多物理场。对实验数据和计算数据进行了定量比较。模拟结果表明,结构响应可以减弱止升角为10°、20°和30°时冲击水的硬板截面体上的压力。而当止升角为45°时,由于其压力分布模式不同,对压力分布不产生影响。结果表明,冲击速度对水弹性响应有重要影响,截面杨氏模量影响冲击压力和产生的等效应力。前者随杨氏模量的增大而增大。后者在冲击速度较低时增大,在冲击速度较高时减小。所得结果对初步设计有一定的参考价值。
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引用次数: 4
Hydrodynamic responses of a novel modular floating structure system with multi-direction expansion 一种新型多向膨胀模块化浮动结构系统的水动力响应
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-11-03 DOI: 10.1115/1.4056163
Yanwei Li, Xiang Li, Nianixn Ren, J. Ou
In order to comprehensively utilize ocean resources and renewable energy, a novel modular floating structure (MFS) system with multi-direction expansibility has been proposed, which includes inner hexagonal tension leg platform (TLP) modules and outermost floating artificial reef modules coupled with the function of the wave energy converter (WEC). Considering both the hydrodynamic interaction effect and the mechanical coupling effect, main dynamic responses of the MFS system has been analyzed under different incident wave directions, and the corresponding physical mechanism has been clarified. Results indicate that connector loads slightly increase, but motion responses of the MFS system are more stable when the outermost floating artificial reefs serve as the up-wave modules. Outermost floating artificial reef modules have shown good wave-attenuation capacity for inner TLP modules, as well as producing considerable output wave power. The effect of key power take-off (PTO) parameters on the WECs’ performance has been investigated, and the optimal PTO damping coefficient has been suggested. In addition, extreme responses of the proposed MFS system have been further studied, and its safety has been well verified under typical extreme sea conditions. Main results in this work can serve as a helpful reference for the construction of future offshore floating cities.
为了综合利用海洋资源和可再生能源,提出了一种具有多向可扩展性的模块化浮动结构(MFS)系统,该系统包括内六边形张力腿平台(TLP)模块和最外层的浮动人工礁模块,并结合波浪能转换器(WEC)的功能。考虑到水动力相互作用和机械耦合效应,分析了MFS系统在不同入射波方向下的主要动力响应,并阐明了相应的物理机制。结果表明,当最外层的漂浮人工礁作为上行波浪模块时,连接器负载略有增加,但MFS系统的运动响应更稳定。最外部的浮动人工礁模块显示出对内部TLP模块良好的波浪衰减能力,并产生相当大的输出波浪功率。研究了关键动力输出(PTO)参数对WEC性能的影响,并提出了最佳PTO阻尼系数。此外,还对所提出的MFS系统的极端响应进行了进一步的研究,并在典型的极端海况下验证了其安全性。这项工作的主要成果可为未来海上漂浮城市的建设提供有益的参考。
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引用次数: 0
Verification of a free-surface pressure term extension to represent ships in a non-hydrostatic shallow-water-equations solver 非静水浅水方程解算器中表示船舶的自由水面压力项扩展的验证
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-10-28 DOI: 10.1115/1.4056121
L. Dempwolff, C. Windt, N. Goseberg, T. Martin, H. Bihs, G. Melling
In recent years, increasing ship-sizes and associated increasing wave loads have led to a demand for prediction tools quantifying the ship-induced loads on waterways. Depth-averaged numerical models, using a free surface pressure term, are a prominent method to obtain the relevant design parameters. These models incorporate the wave deformation processes due to attributes of complex bathymetries, while allowing for an efficient simulation of large computational domains. The non-hydrostatic shallow water equations model REEF3D::SFLOW uses a quadratic pressure approximation and high-order discretisation schemes. This paper presents the implementation of a pressure term to account for the displacement of the free surface by solid moving objects. Two test cases verifying the implementation are shown based upon the analytical one-dimensional solution of the wave propagation due to surface pressure and the estimation of Havelock angles. These verification tests are the first step towards a holistic model, combining a large scale model with CFD simulations near waterway banks.
近年来,随着船舶尺寸的增加和波浪载荷的增加,人们对量化水路船舶载荷的预测工具产生了需求。采用自由表面压力项的深度平均数值模型是获得相关设计参数的重要方法。这些模型结合了由于复杂水深属性导致的波浪变形过程,同时允许对大型计算域进行有效的模拟。非流体静力浅水方程模型REEF3D::SFLOW使用二次压力近似和高阶离散化方案。本文提出了一个压力项的实现,以解释固体运动物体对自由表面的位移。基于波在表面压力作用下传播的一维解析解和哈夫洛克角的估计,给出了验证实现的两个测试用例。这些验证试验是迈向整体模型的第一步,将大型模型与水道岸线附近的CFD模拟相结合。
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引用次数: 2
Integrated Approach for Estimating Extreme Hydrodynamic Loads on Elevated Pile Cap Foundation using Environmental Contour of Simulated Typhoon Wave, Current and Surge Conditions 利用模拟台风波、海流和涌浪条件的环境等值线综合估算高架承台极限水动力荷载的方法
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-10-20 DOI: 10.1115/1.4056037
Kai Wei, Daimeng Shang, Xi Zhong
Typhoon is a disastrous weather system, which usually induces strong waves, currents, and surges along the coastal area, and causes severe hydrodynamic loads on the elevated pile cap foundation, which is widely used to support the sea-crossing bridge. Estimating the hydrodynamic loads under typhoons is essential to ensure the bridge's safety. This paper develops an environmental contour-based framework that can estimate the extreme hydrodynamic loads induced by typhoons while considering the correlation among environmental conditions. The elevated pile cap foundation of the Xihoumen Rail-cum-road Bridge was used to illustrate the framework. The SWAN+ADCIRC model was employed to simulate the environmental conditions under typhoons. The pair-copulas were adopted to construct joint probability distributions, and the environmental contours with a given return period were then established by the inverse first-order reliability method. Given the hydrodynamic model and short-term peak value of structural response, the AK-LHS method was then used to find the maximum hydrodynamic loads based on the environmental contours. The environmental contour constructing methods, and selection methods of short-term peak values were compared and discussed. The main findings include: 1) ignoring correlations of the environmental conditions overestimates the extreme hydrodynamic loads and results in a conservative design; 2) the estimation of extreme hydrodynamic loads is affected by the selection and fitting of short-term peak values significantly; and 3) the extreme hydrodynamic loads estimated by either Rosenblatt or Nataf transformation shows similar results.
台风是一种灾害性天气系统,通常会在沿海地区引起强烈的波浪、海流和涌浪,并对广泛用于支撑跨海大桥的高架桩承台基础产生剧烈的水动力载荷。台风作用下的水动力荷载估算是保证桥梁安全的重要手段。本文提出了一种基于环境等高线的框架,可以在考虑环境条件相关性的情况下估计台风引起的极端水动力荷载。以西堠门铁路桥高架承台基础为例进行了框架设计。采用SWAN+ADCIRC模式模拟了台风作用下的环境条件。采用对copula构造联合概率分布,采用逆一阶可靠度法建立具有给定回归周期的环境轮廓。根据水动力模型和结构响应的短期峰值,采用AK-LHS方法根据环境轮廓求最大水动力荷载。对环境等高线的构造方法和短期峰值的选取方法进行了比较和讨论。主要发现有:1)忽略了环境条件的相关性,高估了极端水动力荷载,导致设计过于保守;2)短期峰值的选取和拟合对极端水动力荷载的估计有显著影响;③Rosenblatt变换和Nataf变换估计的极端水动力载荷结果相似。
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引用次数: 3
Guest Editorial: Data-Driven Mechanics and Digital Twins for Ocean Engineering 嘉宾评论:海洋工程的数据驱动力学和数字孪生
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-10-18 DOI: 10.1115/1.4056012
R. Jaiman, L. Manuel
This special issue focuses on the topic of Data-Driven Mechanics and Digital Twins for Ocean Engineering. Two categories of papers are included in this issue; they deal with: (i) reduced-order modeling and data analytics; and (ii) data-driven computing and digital twins. In the first category, Yin et al. present the modal analysis of hydrodynamic forces in flow-induced vibrations using dynamic mode decomposition (DMD). Using snapshots of the flow field, spatio-temporal evolution characteristics of the wake patterns are analyzed. The dominant DMD modes with their corresponding frequencies are identified and used to reconstruct the flow fields. In another paper in this category, Janocha et al. presented a 3D large-eddy simulation and data-driven analysis of the flow around a flexibly mounted cylinder via proper orthogonal decomposition (POD) analysis. The POD-based modal extractions are performed on slices in the wake to identify the coherent structure in the flow. Vortex shedding modes are analyzed and classified by examining three-dimensional wake flow structures. Such a body of work is useful for building reduced-order (surrogate) models that can be considered for multi-query analysis, design optimization, and feedback control. However, these POD/DMD studies are restricted to linear physics as well as to idealized canonical geometries. There is a need for further extension to large-scale marine and offshore structures (e.g., offshore wind turbines, marine risers and pipelines). Moreover, projection-based POD/DMD techniques generally face difficulties to scale for highly nonlinear turbulent flow. Nonlinear model reduction and deep neural networks (e.g., convolutional autoencoders) are possible alternatives to be explored for advanced reduced-order modeling.
本期特刊的主题是海洋工程的数据驱动力学和数字孪生。本期包括两类论文;它们涉及:(i)降阶建模和数据分析;二数据驱动的计算和数字孪生。在第一类中,Yin等人提出了使用动态模态分解(DMD)对流激振动中的水动力进行模态分析。利用流场快照,分析了尾流模式的时空演化特征。识别出具有相应频率的主要DMD模式,并将其用于重建流场。在这一类别的另一篇论文中,Janocha等人通过适当的正交分解(POD)分析,对柔性安装圆柱体周围的流动进行了三维大涡模拟和数据驱动分析。对尾流中的切片进行基于POD的模态提取,以识别流中的相干结构。通过对三维尾流结构的研究,对旋涡脱落模式进行了分析和分类。这样的工作对于构建可用于多查询分析、设计优化和反馈控制的降阶(代理)模型是有用的。然而,这些POD/DMD研究仅限于线性物理学以及理想化的正则几何。需要进一步扩展到大型海洋和海上结构(例如,海上风力涡轮机、海上立管和管道)。此外,对于高度非线性的湍流,基于投影的POD/DMD技术通常面临缩放的困难。非线性模型约简和深度神经网络(例如,卷积自动编码器)是探索高级降阶建模的可能替代方案。
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引用次数: 0
A study on Key Disciplinary Parameters of AI-based Analysis Method for Dynamic Response Prediction of Floating Offshore Wind Turbines 基于人工智能的海上浮式风力发电机动态响应预测分析方法关键学科参数研究
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-10-17 DOI: 10.1115/1.4055993
Peng Chen, Zhiqiang Hu
The dynamic performance prediction of Floating offshore wind turbines (FOWTs) is a challenging task, as the existing theories might not be fully reliable for FOWTs due to the high nonlinearities and coupling effects. The artificial intelligent method gives a promising solution for this issue, and Chen and Hu (2021) proposed a novel AI-based method, named SADA to overcome these challenges. This paper addresses a further and in-depth investigation on the key technologies of the Key Disciplinary Parameters (KDPs) in the SADA method, to obtain a novel and accurate analysis method for dynamic responses prediction of FOWTs. Firstly, the categorization of KDPs is introduced, which can be divided into three categories: Environmental KDPs, Disciplinary KDPs, and Specific KDPs. Secondly, two factors, the number of KDPs and boundary adjustment of KDPs are investigated through the reinforcement learning algorithm within the SADA method. Basin experimental data of a Spar-type FOWT is used for AI training. The results show that more proper KDPs set in the SADA method can lead to higher accuracy for the prediction of FOWTs. Besides, reasonable boundary conditions will also contribute to the convergence of the algorithms efficiently. Finally, the instruction on how to better choose KDPs and how to set and adjust their boundary conditions is given in the conclusion. The application of KDPs in the SADA method not only provides a deeper understanding of the dynamic response of the entire FOWTs system but also provides a promising solution to overcome the challenges of validation.
浮式海上风力机的动态性能预测是一项具有挑战性的任务,由于浮式海上风力机的高度非线性和耦合效应,现有的理论对浮式海上风力机的动态性能预测可能并不完全可靠。人工智能方法为这一问题提供了一个有希望的解决方案,Chen和Hu(2021)提出了一种新的基于人工智能的方法,称为SADA来克服这些挑战。本文对SADA方法中关键学科参数(KDPs)的关键技术进行了进一步深入的研究,以获得一种新的、准确的FOWTs动态响应预测分析方法。首先,介绍了kdp的分类,将其分为三类:环境kdp、学科kdp和特定kdp。其次,通过SADA方法中的强化学习算法研究了kdp的数量和kdp的边界调整这两个因素。采用spar型FOWT的盆地实验数据进行人工智能训练。结果表明,在SADA方法中设置更合适的kdp可以提高fots的预测精度。此外,合理的边界条件也有助于算法的有效收敛。最后,在结论部分给出了如何更好地选择kdp以及如何设置和调整其边界条件的指导。kdp在SADA方法中的应用不仅提供了对整个FOWTs系统动态响应的更深入理解,而且为克服验证挑战提供了一个有希望的解决方案。
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引用次数: 1
Oblique wave diffraction by a bottom-standing thick barrier and a pair of partially immersed barriers 底部直立厚壁障和一对部分浸入式壁障的斜波衍射
IF 1.6 4区 工程技术 Q3 ENGINEERING, MECHANICAL Pub Date : 2022-10-07 DOI: 10.1115/1.4055912
Biman Sarkar, S. De
On the basis of linearised theory of water waves, the present study has demonstrated a semi-analytical method to assess the hydrodynamic performance of a pair of partially immersed barriers just above a thick bottom-standing barrier. By means of eigenfunction expansion method, a system of first kind Fredholm-type integral equation involving horizontal component of velocity as unknown functions is developed for interaction of water waves with both types of barriers. The multi-term Galerkin approximation is adopted to determine these unknown functions having square root singularities at the submerged edge of the thin barriers and one-third singularities at the corners of the thick barrier. In order to overcome such types of singularities, Chebychev polynomials for half-singularities and ultra-spherical Gegenbauer polynomials for one-third singularities with suitable weight functions have been taken into consideration. The numerical examples of both reflection and transmission coefficients are presented to examine the hydrodynamic performance of breakwater. Some fascinating results like resonant frequencies are obtained for practical engineering. At the same time, reflection coefficients for the present breakwater agree reasonable for the limiting cases with previous available result.
在水波线性化理论的基础上,本研究证明了一种半分析方法来评估厚底直立式护栏上方一对部分浸没式护栏的水动力性能。利用本征函数展开法,针对水波与两种屏障的相互作用,建立了一类以速度水平分量为未知函数的第一类Fredholm型积分方程组。采用多项Galerkin近似来确定这些未知函数,这些函数在薄屏障的淹没边缘具有平方根奇点,在厚屏障的拐角处具有三分之一奇点。为了克服这类奇异性,考虑了具有适当权函数的半奇异性的Chebychev多项式和三分之一奇异性的超球面Gegenbauer多项式。给出了反射系数和透射系数的数值算例,以检验防波堤的水动力性能。对于实际工程来说,获得了一些令人着迷的结果,如谐振频率。同时,现有防波堤的反射系数在极限情况下与以前的结果一致。
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引用次数: 3
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