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Rapid evaluation of steady-turning motion parameters for a dual-tail propulsion underwater glider 双尾推进水下滑翔机稳定转向运动参数的快速评估
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-07 DOI: 10.1016/j.apor.2025.104846
Chaoming Bao, Jingqi Zhong, Daiyu Zhang, Daxing Zeng, Qian Liu
The evaluation of steady turning performance for dual-tail propulsion underwater gliders typically relies on high-fidelity unsteady CFD simulations, which remain computationally prohibitive for control optimization and multi-scenario analysis. To overcome this limitation, this paper proposes a rapid prediction framework integrating Kriging surrogate modeling with dynamic equilibrium constraints. The proposed method employs a physics-informed decoupling strategy that isolates the hydrodynamic behavior of the hull from the thrust generation of the propellers. Since these are governed by distinct physical mechanisms and operate at different spatial scales, the decoupling strategy enables efficient and targeted steady-state CFD analysis for each component subsystem. Latin Hypercube Sampling (LHS) is used to generate training data for highly accurate Kriging models, which are subsequently coupled with the glider’s balance equations to form a bidirectional solution system. The forward mode predicts turning performance from control inputs, whereas the inverse mode identifies propeller speeds required for desired trajectories. Validation via fully-coupled 6-DOF unsteady CFD simulations confirms that the framework achieves prediction errors below 10% for key turning parameters while improving computational efficiency by over an order of magnitude. The method provides an effective tool for rapid maneuverability evaluation, control system design, and real-time path planning in dual-tail propulsion underwater gliders.
双尾推进水下滑翔机的稳定转向性能评估通常依赖于高保真的非定常CFD模拟,这在控制优化和多场景分析中仍然存在计算限制。为了克服这一局限性,本文提出了一种结合Kriging代理模型和动态平衡约束的快速预测框架。所提出的方法采用了一种物理解耦策略,将船体的水动力行为与螺旋桨的推力产生分离开来。由于它们受不同的物理机制控制,并且在不同的空间尺度上运行,因此解耦策略可以对每个组件子系统进行高效和有针对性的稳态CFD分析。拉丁超立方体采样(LHS)用于生成高精度克里格模型的训练数据,随后将其与滑翔机的平衡方程耦合形成双向解系统。正向模式根据控制输入预测转弯性能,而逆模式则识别所需轨迹所需的螺旋桨速度。通过全耦合六自由度非定常CFD模拟验证,该框架对关键转弯参数的预测误差低于10%,同时将计算效率提高了一个数量级以上。该方法为双尾推进水下滑翔机的快速机动性评估、控制系统设计和实时路径规划提供了有效工具。
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引用次数: 0
Numerical study of the wake evolution behind a shaftless pump-jet propulsor 无轴泵喷推进器尾迹演化的数值研究
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-06 DOI: 10.1016/j.apor.2025.104854
Peng Li , Jinlei Mu , Zhanzhi Wang , Chao Wang
To identify the evolution of the vortices hidden in the wake behind a shaft-less pump-jet propulsor, the delayed detached eddy simulation is performed on a computational domain comprising 22.8 million cells to analyze the wake evolution behind a shaftless pump-jet propulsor under various uniform freestream conditions. Convergence analysis and validation against available data confirm the reliability of the numerical approach. Vortex structures are visualized by using the Q-criterion iso-surfaces, while instantaneous and phase-locked averaged flow variables are employed to elucidate the detailed wake dynamics. The numerical results reveal a novel wake evolution mechanism characterized by two wake transition points: Before the first wake transition point, duct-induced vortices rapidly dissipate, leaving the wake dominated by blade/stator trailing vortices and the hub vortex. Between the two wake transition points, the wake is primarily governed by the scythe-shaped vortices (evolved from earlier vortex structures) and the persistent hub vortex. Beyond the second wake transition point, the legs of the scythe-shaped vortices merge with each other and detach from the knee region, triggering instability and fragmenting into smaller-scale structures, which eventually turn into the far-field wake. This study provides valuable insights for the hydrodynamic optimization of the shaftless pump-jet propulsor.
为了识别无轴泵喷推进器后尾迹中隐藏的涡的演变,在2280万单元的计算域上进行了延迟分离涡模拟,分析了不同均匀自由流条件下无轴泵喷推进器后尾迹的演变。收敛分析和对现有数据的验证验证了数值方法的可靠性。采用q准则等面来可视化旋涡结构,同时采用瞬时和锁相平均流动变量来阐明详细的尾迹动力学。数值结果揭示了一种新的以两个尾迹过渡点为特征的尾迹演化机制:在第一个尾迹过渡点之前,导管诱导的涡迅速消散,留下由叶片/静叶尾涡和轮毂涡主导的尾迹;在两个尾流过渡点之间,尾流主要由镰刀形涡(由早期的涡结构演变而来)和持续的轮毂涡控制。在第二个尾流过渡点之外,镰刀状漩涡的腿彼此合并并从膝盖区域分离,引发不稳定并分裂成更小的结构,最终变成远场尾流。该研究为无轴泵喷推进器的水动力优化提供了有价值的见解。
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引用次数: 0
Fin stabilizer control strategy based on adaptive sliding mode 基于自适应滑模的减摇鳍控制策略
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-04 DOI: 10.1016/j.apor.2025.104823
Ling Deng , Xiujun Xu , Yu Shao
Ships are typically equipped with fin stabilizers to effectively weaken ship’s roll and enhance the voyage's safety. To achieve better anti-roll performance, this study proposes an adaptive sliding mode control (SMC) method for a roll reduction controller. We combine fractional calculus with terminal sliding mode control and consider the sliding surface s1 as the control target, forming a novel second-order terminal system. At first, we establish a mathematical model of irregular ocean waves and constructed a roll motion model for a ship subjected to nonlinear wave disturbances. Subsequently, we propose a novel control strategy named Fractional-order Nonsingular Adaptive Fast Terminal Sliding Mode Control (FNAFTSMC). By incorporating fractional-order derivatives, high-order terminal sliding mode and uncertainties, the proposed method significantly improves anti-roll performance, and effectively reduces the chattering effect. The superiority of the strategy is demonstrated through simulation experiments compared with the classical PID controller method and other three types of Sliding Mode Control (SMC) methods. Results indicate that the proposed controller achieves over a 90 % reduction in rolling motion across various sea states and exhibits superior anti-rolling retention capabilities.
为了有效地减弱船舶的横摇,提高航行安全,船舶通常会安装减摇鳍。为了获得更好的抗侧倾性能,本研究提出了一种自适应滑模控制方法。将分数阶微积分与终端滑模控制相结合,以滑动面s1为控制目标,形成了一种新型的二阶终端系统。首先建立了不规则海浪的数学模型,建立了非线性波浪扰动下船舶的横摇运动模型。在此基础上,提出了分数阶非奇异自适应快速终端滑模控制(FNAFTSMC)。该方法结合分数阶导数、高阶终端滑模和不确定性,显著提高了系统的抗侧倾性能,有效降低了抖振效应。通过仿真实验,对比经典PID控制方法和其他三种滑模控制方法,证明了该策略的优越性。结果表明,所提出的控制器在各种海况下实现了超过90%的滚动运动减少,并表现出优异的抗滚动保持能力。
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引用次数: 0
Insights and perspectives on entrainment and detrainment in natural stratified flows 自然分层流中夹带和夹带的见解和观点
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-04 DOI: 10.1016/j.apor.2025.104849
Michele Mossa
The entrainment hypothesis, first introduced by Taylor and later refined by Turner, has been instrumental in elucidating the mechanisms by which turbulence engulfs ambient fluid. Although entrainment dynamics has been extensively analyzed in geophysical applications, detrainment, the expulsion of fluid from turbulent regions, has received comparatively less scrutiny. This review synthesizes the current understanding of entrainment and detrainment, emphasizing their role in natural and engineered flow systems. Particular attention is paid to recent investigations of detrainment in obstructed plane jets, where the presence of obstacles significantly modifies shear layer development, mixing efficiency, and scalar transport properties. A critical evaluation of the prevailing models and their inherent limitations is presented, along with prospective research directions aimed at enhancing predictive frameworks for applications such as sediment transport, pollutant dispersion, and atmospheric boundary layer modeling.
夹带假说首先由泰勒提出,后来由特纳加以完善,在阐明湍流吞没周围流体的机制方面发挥了重要作用。虽然夹带动力学在地球物理应用中得到了广泛的分析,但从湍流区域排出流体的夹带动力学受到的审查相对较少。这篇综述综合了目前对夹带和夹带的理解,强调了它们在自然和工程流动系统中的作用。特别注意到最近对受阻平面射流中的沉积的研究,其中障碍物的存在显著地改变了剪切层的发展、混合效率和标量输运性质。对现有模式及其固有局限性进行了批判性评估,并提出了未来的研究方向,旨在加强诸如沉积物运输、污染物扩散和大气边界层建模等应用的预测框架。
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引用次数: 0
A finite volume Simo–Reissner beam method for moored floating body dynamics 系泊浮体动力学的有限体积Simo-Reissner梁法
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-04 DOI: 10.1016/j.apor.2025.104845
Amirhossein Taran , Seevani Bali , Željko Tuković , Vikram Pakrashi , Philip Cardiff
This paper presents a novel finite volume mooring line model based on the geometrically exact Simo–Reissner beam model for analysing the interaction between a floating rigid body and its mooring lines. The coupled numerical model is implemented entirely within a finite volume-based discretisation framework using a popular computational fluid dynamics C++ toolbox, OpenFOAM. Unlike existing methods for modelling mooring lines, which rely on lumped mass models or finite element-based approaches, this work simulates the mooring cables using non-linear beam models implemented in a finite volume framework to account for bending, tensile, and torsional loading. This advancement makes the current work particularly valuable for simulating extreme sea conditions. The coupled model developed in this study has been validated and verified using experimental and numerical data for a floating box moored with four catenary mooring lines under regular wave conditions featuring different wave heights and periods. The results demonstrate strong agreement with both experimental and numerical data, highlighting the model’s accuracy in capturing mooring dynamics and floating body motion.
本文在几何精确Simo-Reissner梁模型的基础上,提出了一种新的有限体积系泊线模型,用于分析浮体刚体与其系泊线之间的相互作用。耦合数值模型完全在基于有限体积的离散化框架内实现,使用流行的计算流体动力学c++工具箱OpenFOAM。现有的系缆建模方法依赖于集总质量模型或基于有限元的方法,与此不同,这项工作使用有限体积框架中实现的非线性梁模型来模拟系缆,以考虑弯曲、拉伸和扭转载荷。这一进展使得目前的工作在模拟极端海洋条件方面特别有价值。利用四根悬链线系泊浮箱在不同波高和周期的规则波条件下的实验和数值数据,对所建立的耦合模型进行了验证和验证。结果表明,该模型在捕捉系泊动力学和浮体运动方面具有较高的准确性。
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引用次数: 0
Impacts of coastal vegetation on tsunami-induced overtopping scour behind embankments and local scour around buildings 沿海植被对海啸引发的堤防后漫滩冲刷和建筑物周围局部冲刷的影响
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-04 DOI: 10.1016/j.apor.2025.104848
Ying-Tien Lin , Jiufeng Ji , Dongrui Han , Yeping Yuan
This study experimentally investigates the role of coastal vegetation in adjusting tsunami-induced overtopping scour behind embankments and local scour around buildings. Laboratory experiments conducted in a recirculating flume quantified the effects of vegetation density, height, and rigidity on scour dynamics under varying overtopping flow intensities. Results reveal that vegetation significantly reduces scour dimensions by increasing upstream flow resistance, dissipating energy within the vegetation zone, elevating the trajectory of the overtopping jet, and physically trapping mobilized sediments. Rigid vegetation outperforms flexible counterparts in reducing overtopping scour rate (by 3.2 times) and volume (by 4 times) due to its ability to maintain constant flow resistance and geometric porosity under high flow velocities. Taller vegetation enhances upstream sediment retention, but its rigid configuration slightly increases the downstream local scour depth around the building due to intensified pressure gradients. While high-density, tall, and rigid vegetation configurations provided maximum overall scour reduction, the study highlights a trade-off: optimizing vegetation parameters for overtopping scour mitigation may slightly reduce effectiveness for local scour control directly around buildings. These findings provide crucial insights for designing ecologically integrated coastal protection strategies that leverage the hydraulic and sediment-trapping functions of vegetation to enhance resilience against tsunami-induced scour.
本研究通过实验研究了沿海植被在调节海啸引起的堤防后漫顶冲刷和建筑物周围局部冲刷中的作用。在循环水槽中进行的实验室实验量化了植被密度、高度和刚度对不同溢流强度下冲刷动力学的影响。结果表明,植被通过增加上游流阻、耗散植被带内的能量、抬高过顶射流的轨迹和物理捕获被动员的沉积物,显著降低了冲刷尺度。刚性植被在降低过顶冲刷率(减少3.2倍)和体积(减少4倍)方面优于柔性植被,因为它能够在高流速下保持恒定的流动阻力和几何孔隙度。较高的植被增加了上游的泥沙滞留,但由于压力梯度的加剧,其刚性配置略微增加了建筑物周围下游的局部冲刷深度。虽然高密度、高大和刚性的植被配置提供了最大限度的总体冲刷减少,但研究强调了一个权衡:优化植被参数以减少过顶冲刷,可能会略微降低直接控制建筑物周围局部冲刷的有效性。这些发现为设计生态综合海岸保护策略提供了重要见解,这些策略利用植被的水力和沉积物捕获功能来增强抵御海啸冲刷的能力。
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引用次数: 0
Experimental study on the siltation of high-pile wharves considering pile groups and berthing ships 考虑群桩和靠泊船舶的高桩码头淤积试验研究
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-04 DOI: 10.1016/j.apor.2025.104851
Xingtong Liu , Jinfeng Zhang , Chunhong Hu , Zaijin You , Qinghe Zhang , Zezhou Ji
Sediment siltation around high-pile wharves, occurring in front of, beneath, and behind the structure, significantly alters the loading distribution and affects the overall safety of the wharf. A series of large-scale physical model experiments for the sediment transport around high-pile wharves have been conducted in a current-wave basin. The effects of the suspended sediment concentration, flow velocity, flow direction, and ship berthing conditions on siltation around high-pile wharves are systematically investigated. Due to the flow-blocking effect of the pile groups, the velocity beneath the piles decreases significantly, leading to prominent sediment siltation around the pile foundations. The results demonstrate that siltation beneath the wharf is most pronounced during ebb tide compared to flood tide, under similar flow velocity conditions. When comparing steady flow and tidal current conditions, the siltation depth under tidal currents is higher than that under steady flow, and the spatial distribution of siltation also differs. Additionally, an increase in the suspended sediment concentration leads to a corresponding increase in depth of siltation beneath the wharf. This study also demonstrates that ship berthing alters local hydrodynamic conditions, leading to flow reduction and siltation increasing. The influence of ship-induced siltation is primarily confined to areas adjacent to the berthing location. Furthermore, this study successfully derived a refined formula for predicting siltation intensity. It offers a reliable tool for sedimentation prediction behind pile-supported wharves on muddy coasts.
高桩码头周围的泥沙淤积主要发生在构筑物的前部、下方和后部,显著地改变了码头的荷载分布,影响了码头的整体安全。本文在流波盆地中进行了高桩码头周边输沙的大尺度物理模型试验。系统研究了悬沙浓度、流速、水流方向和船舶靠泊条件对高桩码头周边淤积的影响。由于群桩的阻流作用,桩下流速显著降低,导致桩基周围泥沙淤积突出。结果表明:在相同流速条件下,退潮时码头下淤积比涨潮时更明显;对比定流和潮流条件,潮流条件下的淤积深度大于定流条件下的淤积深度,且淤积的空间分布也不同。此外,随着悬沙浓度的增加,码头下方的淤积深度也相应增加。研究还表明,船舶靠泊改变了局部水动力条件,导致水流减少和淤积增加。船舶淤积的影响主要局限于靠泊位置附近的区域。此外,本研究还成功地推导出了预测淤积强度的精炼公式。为泥质海岸桩基码头后沉降预测提供了可靠的工具。
{"title":"Experimental study on the siltation of high-pile wharves considering pile groups and berthing ships","authors":"Xingtong Liu ,&nbsp;Jinfeng Zhang ,&nbsp;Chunhong Hu ,&nbsp;Zaijin You ,&nbsp;Qinghe Zhang ,&nbsp;Zezhou Ji","doi":"10.1016/j.apor.2025.104851","DOIUrl":"10.1016/j.apor.2025.104851","url":null,"abstract":"<div><div>Sediment siltation around high-pile wharves, occurring in front of, beneath, and behind the structure, significantly alters the loading distribution and affects the overall safety of the wharf. A series of large-scale physical model experiments for the sediment transport around high-pile wharves have been conducted in a current-wave basin. The effects of the suspended sediment concentration, flow velocity, flow direction, and ship berthing conditions on siltation around high-pile wharves are systematically investigated. Due to the flow-blocking effect of the pile groups, the velocity beneath the piles decreases significantly, leading to prominent sediment siltation around the pile foundations. The results demonstrate that siltation beneath the wharf is most pronounced during ebb tide compared to flood tide, under similar flow velocity conditions. When comparing steady flow and tidal current conditions, the siltation depth under tidal currents is higher than that under steady flow, and the spatial distribution of siltation also differs. Additionally, an increase in the suspended sediment concentration leads to a corresponding increase in depth of siltation beneath the wharf. This study also demonstrates that ship berthing alters local hydrodynamic conditions, leading to flow reduction and siltation increasing. The influence of ship-induced siltation is primarily confined to areas adjacent to the berthing location. Furthermore, this study successfully derived a refined formula for predicting siltation intensity. It offers a reliable tool for sedimentation prediction behind pile-supported wharves on muddy coasts.</div></div>","PeriodicalId":8261,"journal":{"name":"Applied Ocean Research","volume":"165 ","pages":"Article 104851"},"PeriodicalIF":4.4,"publicationDate":"2025-11-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145463517","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Next-generation underwater localization: Artificial Intelligence-based and energy-aware approaches 下一代水下定位:基于人工智能和能量感知的方法
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-03 DOI: 10.1016/j.apor.2025.104842
Mainul Islam Chowdhury, Quoc Viet Phung, Iftekhar Ahmed, Walid K. Hasan, Daryoush Habibi
Designing accurate, reliable, and energy-efficient localization techniques for underwater acoustic networks is highly challenging due to factors such as large propagation delays, the absence of Global Positioning System (GPS), node mobility, and limited acoustic link capacity. In any underwater sensor network (UWSN) monitoring application, data collected by underwater nodes becomes more meaningful when accompanied by location information. However, traditional localization methods often rely on geometric models and statistical filters that are highly sensitive to sensor noise and communication constraints. Energy consumption is another primary concern in UWSNs, not only because replacing and recharging underwater batteries are challenging, but also due to the energy-hungry nature of underwater acoustic communications. To address these challenges, we provide a comprehensive literature review of research contributions on the integration of Artificial Intelligence (AI) and energy efficiency in underwater localization techniques. First, we introduce the recent advancements in AI-based approaches, including deep learning and machine learning models, which are promising for enhancing accuracy, robustness, and adaptability in complex underwater environments through learning-driven techniques. Subsequently, we review various energy-saving strategies integrated into the localization scheme to address the power constraints of underwater sensor nodes. Finally, we discuss future research directions and conclude with key insights.
由于传播延迟大、缺乏全球定位系统(GPS)、节点移动性和声学链路容量有限等因素,为水声网络设计准确、可靠和节能的定位技术极具挑战性。在任何水下传感器网络(UWSN)监测应用中,水下节点采集到的数据若能辅以位置信息,则更有意义。然而,传统的定位方法往往依赖于几何模型和统计滤波器,这些方法对传感器噪声和通信限制高度敏感。能源消耗是UWSNs的另一个主要问题,不仅因为更换和充电水下电池具有挑战性,而且由于水声通信的耗能特性。为了应对这些挑战,我们对水下定位技术中人工智能(AI)和能源效率集成的研究贡献进行了全面的文献综述。首先,我们介绍了基于人工智能的方法的最新进展,包括深度学习和机器学习模型,它们有望通过学习驱动技术提高复杂水下环境中的准确性、鲁棒性和适应性。随后,我们回顾了集成到定位方案中的各种节能策略,以解决水下传感器节点的功率限制。最后,对未来的研究方向进行了讨论,并提出了关键见解。
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引用次数: 0
Long-term scouring effects on the lateral loading behaviour of monopiles using field monitoring data and finite element modelling 利用现场监测数据和有限元模型研究单桩横向荷载行为的长期冲刷效应
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-03 DOI: 10.1016/j.apor.2025.104821
Qiang Li , Jiayi Ming , Kai Wen , Kangyu Wang , Qunchao Ma , Xinglei Cheng , Yuting Zhang
Scour of the seabed induced by currents and waves poses a critical threat to the serviceability and lifespan of offshore wind turbines. Despite its significance, the mechanisms and temporal evolution of offshore scour remain insufficiently understood, primarily due to the limited availability of high-resolution, long-term field monitoring data. Moreover, the influence of scour on foundation stiffness and load-bearing capacity has not been comprehensively quantified. This study presents a series of consecutive scour inspections conducted in one-year period following the installation of foundations at a representative offshore wind farm. Based on the acquired field data, an empirical model was developed to predict key geometric parameters of scour holes over time, including maximum scour depth (MSD), maximum scour extension perpendicular to the current (MSE-PDC), and maximum scour extension in the direction of the current (MSE-IDC). These predictions were integrated into three-dimensional finite element models, incorporating the advanced SANISAND-MS constitutive model to characterize sand behavior. A detailed analysis was performed to assess the impact of scour on monopile response, focusing on lateral load-displacement behavior, static soil reaction curves, and monopile rotation. The results demonstrate that scour development within the first 12 months significantly reduces foundation stiffness and capacity. Additionally, lateral soil resistance at constant depths declines with prolonged scour exposure, primarily due to the loss of shallow soil volume and the associated reduction in mean effective stress. These findings provide valuable insights into scour development, foundation performance, and the design of effective scour protection systems for offshore wind infrastructure.
由海流和海浪引起的海底冲刷对海上风力涡轮机的使用性能和使用寿命构成了严重威胁。尽管其意义重大,但海上冲刷的机制和时间演变仍未得到充分了解,主要原因是高分辨率、长期的现场监测数据有限。此外,冲刷对基础刚度和承载力的影响尚未得到全面量化。本研究介绍了在一个具有代表性的海上风电场安装基础后的一年内进行的一系列连续冲刷检查。基于现场实测数据,建立了冲刷孔关键几何参数随时间变化的经验模型,包括最大冲刷深度(MSD)、垂直于电流方向的最大冲刷延伸(MSE-PDC)和沿电流方向的最大冲刷延伸(MSE-IDC)。这些预测被整合到三维有限元模型中,结合先进的SANISAND-MS本构模型来表征砂土的行为。详细分析了冲刷对单桩响应的影响,重点关注横向荷载-位移行为、静态土壤反应曲线和单桩旋转。结果表明,前12个月的冲刷发展显著降低了基础刚度和承载力。此外,恒定深度下的横向土壤阻力随着冲刷暴露时间的延长而下降,这主要是由于浅层土壤体积的损失和相应的平均有效应力的减少。这些发现为海上风电基础设施的冲刷发展、基础性能和有效冲刷保护系统的设计提供了有价值的见解。
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引用次数: 0
Numerical analysis on temperature-dependent sealing performance of various rubber materials in a vacuum suction pad for automated mooring systems 自动系泊系统真空吸垫中不同橡胶材料温度相关密封性能的数值分析
IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN Pub Date : 2025-11-03 DOI: 10.1016/j.apor.2025.104843
Yeonhong Son , Yongjin Kim , Daewon Seo , Hwasup Jang , Songkil Kim
Automated mooring systems are changing the port landscape and allowing innovative marine systems to be realized by improving the efficiency and safety of ship mooring. In the automated mooring systems, a vacuum suction pad determines the performance of ship mooring, and its rubber seal plays a pivotal role, especially in marine environments where safety and operational efficiency are paramount. The seal should be able to maintain its suction performance against complex operating conditions, including significant deformations, fluctuating loads, and harsh environmental conditions. This work evaluates the sealing performance of natural rubber (NR), chloroprene rubber (CR), and their blend (NR:CR=6:4) at −20 °C, 23 °C, and 60 °C. Temperature-dependent hyperelastic material parameters were derived from uniaxial tensile tests and incorporated into finite element models. The finite element method (FEM) simulations evaluated the sealing performance of the three different rubber materials against loadings by sway and surge movements. Experimental and simulation results demonstrate key factors, including temperature-dependent stress–strain behavior, load resistance, and contact properties, demonstrating how different rubber materials perform at various temperatures. These findings provide critical insights for designing rubber seals suitable to meet specific operational demands, ensuring durability and reliability in harsh marine conditions.
自动化系泊系统正在改变港口景观,并通过提高船舶系泊的效率和安全性来实现创新的海洋系统。在自动系泊系统中,真空吸垫决定了船舶系泊的性能,其橡胶密封起着至关重要的作用,特别是在安全和操作效率至关重要的海洋环境中。密封应该能够在复杂的操作条件下保持其吸力性能,包括显著变形、波动载荷和恶劣的环境条件。本研究评估了天然橡胶(NR)、氯丁橡胶(CR)及其共混物(NR:CR=6:4)在- 20°C、23°C和60°C下的密封性能。温度相关的超弹性材料参数来源于单轴拉伸试验,并纳入有限元模型。采用有限元模拟方法对三种不同橡胶材料在摇摆和喘振载荷作用下的密封性能进行了评价。实验和模拟结果展示了关键因素,包括温度相关的应力-应变行为,负载阻力和接触性能,展示了不同橡胶材料在不同温度下的表现。这些发现为设计适合特定操作要求的橡胶密封件提供了重要见解,确保了恶劣海洋条件下的耐用性和可靠性。
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引用次数: 0
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Applied Ocean Research
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