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以Deep Cwind海上风机为研究对象,采用有限元软件ANSYS AQWA进行风机频域水动力数值仿真分析,得到水动力参数和幅频响应曲线。将得到的水动力参数导入FAST软件中,对风机气动-水动-锚泊系统的时域耦合运动进行分析。在此基础上,讨论气动载荷对半潜式风机运动响应的影响。结果表明:气动载荷对半潜式风机运动响应的影响较大且不可忽略;横摇、横荡和艏摇运动随着气动载荷的增大而增大;垂荡运动随着气动载荷的增大而减小;风作用在叶片上产生的气动阻尼削弱了垂荡运动,增强了横荡、横摇和艏摇运动。 相似文献
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The complexities of the marine environment and the unique characteristics of underwater channels pose challenges in obtaining reliable signals underwater,necessitating the filtration of underwater acoustic noise.Herein,an underwater acoustic signal denoising method based on ensemble empirical mode decomposition(EEMD),correlation coefficient(CC),permutation entropy(PE),and wavelet threshold denoising(WTD)is proposed.Furthermore,simulation experiments are conducted using simulated and real underwater acoustic data.The experimental results reveal that the proposed denoising method outperforms other previous methods in terms of signal-to-noise ratio,root mean square error,and CC.The proposed method eliminates noise and retains valuable information in the signal. 相似文献
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Nonlinear hydrodynamics play a significant role in accurate prediction of the dynamic responses of floating wind turbines (FWTs), especially near the resonance frequencies. This study investigates the use of computational fluid dynamics (CFD) simulations to improve an engineering model (based on potential flow theory with Morison-type drag) by modifying the second-order difference-frequency quadratic transfer functions (QTFs) and frequency-dependent added mass and damping for a semi-submersible FWT. The results from the original and modified engineering models are compared to experimental data from decay tests and irregular wave tests. In general, the CFD results based on forced oscillation tests suggest increasing the frequency-depending added mass and damping at low frequencies compared to first order potential flow theory. The modified engineering model predicts natural periods close to the experimental results in decay tests (within 5%), and the underprediction of the damping is reduced compared to the original engineering model. The motions, mooring line tensions and tower-base loads in the low-frequency response to an irregular wave are underestimated using the original engineering model. The additional linear damping increases this underestimation, while the modified QTFs based on CFD simulations of a fixed floater in bichromatic waves result in larger difference-frequency wave loads. The combined modifications give improved agreement with experimental data in terms of damage equivalent loads for the mooring lines and tower base. 相似文献
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This paper concerns the largest and arguably the most threatening wave loading component experienced by a broad range of offshore structures. It arises when an incident wave crest exceeds the elevation of the underside of the deck structure, leading to direct wave-in-deck (WID) loading. The extent of this loading may be limited to the partial submergence of some of the lowermost deck beams, or could involve the large-scale inundation of the entire deck area. Either way, very large loads can arise which must be taken into account when assessing the reliability of the structure. In an earlier contribution Ma and Swan (2020) provided an extensive laboratory study exploring the variation of these loads with the properties of the incident wave. The present paper describes a second stage of this experimental study in which the variation of the WID loads with the properties of the topside structure is addressed. Specifically, it considers the porosity, position and orientation of the topside relative to the incident wave conditions, and seeks to explore both the variations in the maximum load and the loading time–history resulting from these changes.Given the highly transitory nature of a WID loading event, coupled with the fact that the problem is governed by flow conditions at, or very close to, the instantaneous water surface, the loading process is driven by an exchange of momentum from the wave crest to the topside structure. A recently developed WID load model, based on exactly these arguments (Ma and Swan 2020), is used alongside the laboratory data to provide a break-down of the load into its component parts. This provides an enhanced physical understanding of the resulting load time–history. The first part of the study is based upon an idealised generic topside structure, allowing a systematic variation in key parameters, particularly porosity. The second part addresses a realistic topside structure demonstrating the practical relevance of earlier work. Taken together, the analysis clearly establishes the importance of the topside porosity, clarifies the spatial effects associated with the evolution of a large ocean wave beneath the plan area of a structure and explains the unexpected occurrence of impact-type loading on topside structures having a high porosity. Most importantly, the paper highlights those properties of a topside structure which must be incorporated if the WID loads are to be accurately predicted. 相似文献
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水面舰船迎浪航行时大幅运动预报的切片算法 总被引:4,自引:0,他引:4
将预报船舶运动和波浪载荷的切片理论加以扩展,应用于有限深水中船舶迎浪航行时大幅纵向运动和波浪载荷的时域求解。预报结果体现出考虑了湿表面及化后引起的船舶运动和受力的非线性性质。本计算方法简便、实用,适用于船舶纵向大幅运动预报。 相似文献
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本文采用水弹性分析方法研究船舶在规则波及不规则波中迎浪航行时的结构动力响应(运动、剪力和弯矩等)。确定流体载荷时应用了扩展的切片理论,其中计及由于船体的非直舷、剖面吃水的瞬时变化和船体振荡的非简谐特性所导致的非线性,同时还考虑了波浪冲击、出水和上浪的影响。运动方程是在时域内步进求解。数值计算结果与规则波中的模型试验相比较,符合程度令人满意。 相似文献
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为探讨移动载荷作用下的大型工程结构采用标准有限元程序进行动态响应分析的可行性,提出了移动变载荷的冲击等效加载方案,将时变连续移动载荷等效为一系列作用位置及有效作用时间均不同的冲击载荷,加载在有限元模型上进行结构的动态响应分析.以分析移动载荷作用下梁的动态响应为例,验证了该冲击等效加载方案的可行性,分析了积分步长及载荷离散时间步长对计算结果的影响,指出在一个载荷离散时间步长内,采用8个左右的积分步长,可保证计算精度.该等效方案可以拓展到移动载荷作用下的大型结构动态响应有限元分析. 相似文献
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精确评估模块连接处荷载特性对超大型浮体的水动力设计及结构安全性研究具有重要的工程意义。文章以5模块半潜式超大型浮体为研究对象,考虑碰撞荷载和风、浪、流环境荷载的联合作用并采用AQWA软件对超大型浮体模块连接点处的受力特性开展了数值计算。船舶碰撞荷载简化为矩形脉冲,采用定常风、定常流以及JONSWAP波谱,探讨了船舶碰撞角度、撞击位置、环境荷载等因素对模块连接点受力特性的影响。该文的研究成果可为事故荷载作用时超大型浮体连接器结构设计和强度计算提供一定依据。 相似文献
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This study investigates the freak wave impinging on a tension-leg platform through wave flume experiments. The freak waves are generated using the focused wave theory. By adjusting the wave focusing location, different incident wave scenarios at the structure location are produced. Simultaneous measurements of wave shape evolutions upon impingement, wave impact pressures on the platform deck, platform motions and tether forces are carried out for synchronized analyses of the wave kinematics/dynamics and structural responses. The variation of these parameters with the incident wave profile is studied. It is found that although applying less intensive local impact pressures as compared to the highly-breaking freak wave, the slightly-breaking or non-breaking freak wave imposes the same level of adverse effect on the platform's global stability in terms of motions and tether forces. In addition, the high-crest freak wave causes violent motions of the floating platform, which are likely to induce snap loads of large amplitude and high occurrence frequency in tethers. The published results would provide useful benchmarks for validating numerical and analytical models. 相似文献
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本文用各主要船级社规范中给出的公式计算了20艘各种类型的典型船舶的船体水平波浪弯矩和波浪扭矩,并对计算结果进行了比较分析。文中还将中国船级社近期编制的《船体结构疲劳强度指南》中给出的船体水平弯矩和波浪扭矩公式与国外船级社的公式进行了比较。 相似文献
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For the very large floating structure (VLFS) which is deployed near seashores, islands and reefs, the encounter wave conditions are always extremely complex. Traditional methods using homogeneous wave environment conditions cannot be applied for the analysis. In order to provide references for the further development of numerical methods, this paper reports an experimental study on responses of an 8-module VLFS under three different encounter wave conditions. The wave heights, accelerations, motions and connector loads of VLFS in three test schemes are obtained and analyzed. The comparative results show that the inhomogeneous wave conditions have an essential influence on the responses of VLFS. Especially for the connector loads, the values in the inhomogeneous wave conditions increase a lot compared with the other two test schemes. It indicates the traditional numerical methods using homogeneous wave field may not guarantee a safe design of VLFS and its connectors in the complicated wave environments. 相似文献
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给出了确定波浪载荷及风载荷组合特征值的一种新方法,其目的就是要估计波高与风速的非高斯性及相关性对组合载荷特征值的影响。利用Terada的矩估计法,确定组合载荷的统计矩、组合载荷过程导致的方差及波浪载荷与风载荷的相关系数。采用Winterstein的以矩为基础的上通率估计法,确定组合载荷的上通率及极值,数值例题展现了波高及风速的非高斯性及相关性对组合载荷特征值的影响,结果表明忽略非高斯性及相关性会导致组合载荷特征值的低估。 相似文献
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海洋工程用系泊链钢的动摩擦磨损研究 总被引:1,自引:0,他引:1
采用冲击滑动磨损试验装置研究系泊链22MnCrNiMo钢在冲击载荷作用下的磨损特性,并用电子分析天平、扫描电子显微镜、能谱仪等手段分析材料的磨损规律以及磨痕表面的形貌。结果表明:22MnCrNiMo钢的单位时间磨损量随冲击载荷的增加先减小后增加;磨损表层组织在冲击载荷作用下发生严重的塑性变形而从磨痕边缘挤出、剥落,导致... 相似文献
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基于静水载荷的时间变异性,导出了一种静水载荷效应与波浪载荷效应组合的新方法,同基于FBC(Ferry Borges Castenbete)模型或随机过程的上跨率的组合形式相比较,此方法的概念更清晰,计算更容易实施,考虑到规范中给定的最大允许静水载荷效应对应的普遍接受的超越概率水平,以及静水载荷过程跨越某一固定水平的概率的上界特性,规定静水载荷过程超越二十年最大允许载荷效应的概率为确珲载荷效应特征值的概率水平,经过这样处理,避免了载荷效应特征值的过高估计,通过数值分析检验方法的有效性,结果表明本文的方法可以得到级合载荷效应特征极值的一致估计。 相似文献
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小波去噪在船舶操纵运动建模中的应用 总被引:1,自引:0,他引:1
通过向20°/20°Z形试验仿真数据中添加随机噪声,得到含噪声的试验数据;随后,应用最小二乘支持向量回归机(Least Square-Support Vector Regression,LS-SVR)对经过小波去噪的试验数据和含噪声的试验数据进行分析,辨识了船舶操纵运动二阶线性响应模型中的操纵性指数。将由去噪试验数据和含噪试验数据得到的20°/20°Z形试验预报结果同20°/20°Z形试验仿真数据进行对比,验证了小波去噪在对含噪声的Z形试验数据进行去噪处理的有效性。 相似文献