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1.
准确预测风机基础所受到的抨击载荷对风机的设计至关重要。在上海交通大学海洋工程国家重点实验室,通过模型实验研究了在聚焦波浪作用下风机基础所受到的抨击载荷,同时研究了聚焦波浪的不同参数对抨击载荷的影响。此外运用计算流体力学软件FLUENT,通过有限体积法求解不可压缩Navier-Stocks方程和体积分数法捕捉自由液面,在数值波浪水池中模拟了聚焦波浪拍击风机立柱的过程。数值模拟与模型试验的结果吻合得较好。最后将模型实验的结果与各种设计准则中采用的预测抨击力的经验公式进行对比,验证了不同准则预测波浪抨击载荷的有效性。  相似文献   

2.
In this paper, the dynamic responses and energy dissipation characteristics of polyvinyl chloride (PVC) foam core sandwich plates under ice impact are investigated. The ice impact tests of PVC foam core sandwich plates were conducted by employing the horizontal impact experimental apparatus. The finite element simulations were conducted to analyze the dynamic response of PVC foam core sandwich plates based on soil and concrete material model for ice impactor. It was demonstrated that numerical results were in good agreement with experimental results. The deformation modes of the top facesheets were coupling of local indentation with global bending deformation, while the deformation modes of bottom facesheets were overall bending deformation. The permanent deformation of face sheets show that the impact resistance of sandwich plate is better than that of equivalent weight hull plate (EWHP). In addition, based on the actual navigation environment of ship, the effect of impact angle and ice floe shape on dynamic response and energy dissipation are analyzed.  相似文献   

3.
两种运动平台下晃荡冲击荷载的实验研究   总被引:1,自引:0,他引:1  
由液体晃荡引起的冲击荷载主要与外部激励(激励频率和激励幅值)和装载率相关。大尺度物理模型实验通过运动平台在室内复现液舱的运动,进而实现在室内对储液舱内晃荡载荷的研究。因此,平台的运动能力、运动的精确性对液体冲击载荷的实验结果非常关键。为了研究不同类型运动平台的运动性能及其对储液舱内冲击载荷的影响,文中以大比尺二维矩形舱为模型,分别在单自由度运动平台和六自由度运动平台开展系统的液体晃荡冲击实验。实验结果表明:仅考虑水平运动,单自由度平台的精度要高于六自由度平台;在个别工况下,两个平台下冲击荷载时程和特征值的对比结果出现了一定差别,但是晃荡冲击荷载的整体趋势基本一致。通过评价单自由度和六自由度两种类型的运动平台在液体晃荡研究领域应用的适用性,为大尺度室内晃荡模型实验中运动平台的选择提供参考  相似文献   

4.
船舶轴系的抗碰撞能力直接影响着其动力传递的稳定性,船舶的大尺度效应对碰撞载荷作用强度的影响也不容忽视。为此,建立基于艉轴-油膜-艉部结构系统的力学模型,研究艉轴在碰撞载荷作用下的平均冲击力、冲击振幅、轴心轨迹等参数的变化规律,分析由碰撞载荷和转速确定的轴系安全运行区域。结果表明:在不同转速区域,碰撞载荷的作用强度随载荷大小而变化的规律不同;在作用强度值一定的条件下,转速和载荷可拟合成相关曲线图谱,可以此对轴系承受碰撞载荷的能力进行快速评估。  相似文献   

5.
针对船舶舷侧结构抗碰撞问题,开展有无聚脲涂层舷侧板架落锤试验研究。以某型舰船结构为依据建立舷侧板架有限元模型,利用瞬态动力学软件MSC/Dytran对模型进行数值仿真并确定落锤高度及试验工况。在此基础上,制作模型板架进行有无聚脲涂层舷侧板架落锤冲击试验,分别获得有涂层和无涂层舷侧板架在碰撞冲击载荷作用下的损伤变形、破口大小及碰撞力,对比研究聚脲材料的抗撞防护性能。结果表明,聚脲涂层的存在能够加强舷侧板架的耐撞防护性能。  相似文献   

6.
Ice bending is a major failure mechanism of level ice when ships and marine structures interact with level ice. This paper aims to investigate the ice bending and ice load when level ice collides on ships and marine structures using numerical simulation method, and compare the numerical results with field test. The fracture of ice is simulated with extended finite element method (XFEM), and cohesive zone concept is used to describe the crack propagation. In order to consider the characteristics of S2 columnar ice, a transversely isotropic elastic material model is used for the ice bulk elements, and a transversely isotropic Tsai-Wu failure criterion is adopted to predict the initiation of cracks. A well-controlled field test of a landing craft bow colliding with level ice in Baltic Sea is simulated to verify the numerical scheme. The ice plate's continuous deformation, crack initiation and crack propagation at different impact velocities and angles are simulated and the results are discussed. In the simulation, the bending crack emerges at the midline of the top surface of ice plate, then propagates towards free boundary, and finally a circumferential crack forms. It is found that with the impact velocity increases, the bending load increases and the fracture size (perpendicular distance from the crack to the contact edge) decreases. And as the angle between the landing craft bow and vertical direction increases, the bending load and the fracture size decrease. The simulated results corresponds well with the field test. The competition between the circumferential crack and radial crack is also found in the simulation and will be discussed in this paper. The results show that this method well simulates the bending of level ice and predict the ice load, and provides a good approach for investigating the mechanism of different forms of level ice fracture.  相似文献   

7.
MVNakhodka collapsed and broke in two on January 2, 1997 in the Sea of Japan, giving rise to a serious and disastrous oil spill on the coastline of Japan. During the inquiry into the cause of the accident, one of the main tasks of the inquiry committee was to identify the external loads which made the ship structure collapse. Among the several possible scenarios for the accident, after careful examination, the wave loads in the heavy weather at the time of the accident were taken to be the most plausible cause. The results of that research are described in two papers, and the present paper deals with the way in which wave loads on theNakhodka at the moment of the accident were estimated. We first describe the details of the accident such as the location, the sea condition, the loading condition, and the ship's heading speed. Then the static loads resulting from the distribution of the cargo weight and the buoyancy are given to show that the static bending moment at the time of the accident caused extreme sagging. Next the wave loads in the irregular waves, calculated by the nonlinear time domain simulation program SRSLAM, are presented. It is shown that the bending moment in the waves reaches 1 087 800 KN*m at maximum SS 6.9, which is where the hull girder collapse took place. It was concluded that the ship broke in two because the bending moment exceeded the hull girder strength which had been reduced due to corrosion, taking into account conclusions derived from the research dealing with the structural strength aspect. We also discuss the stochastic significance of the estimated value and nonlinear nature of the peak distribution, in addition to the effects of the ship speed and wave heading on the wave load estimation. This article is based on an article that appeared in Japanese in the Journal of the Society of Naval Architects of Japan, vol. 183 (1998).  相似文献   

8.
为分析桃源枢纽坝下汇流区推移质运动特性,采用整体定床物理模型开展了定床水流和定床输沙试验,观测各级流量下水流要素和输沙带分布。对比分析发现,随来流汇流比的不同,汇流区水动力条件复杂多变,但汇流区泥沙淤积体范围总是与主流带分布密切相关。推移质泥沙沿主流带输移,泥沙淤积体多见于输沙带边线处、流线转折较大处以及河床局部背水面下凹处。中枯水期因下泄水流流速较大,且沿程流速迅速降低,坝下推移质泥沙为短距离泥沙输移;洪水期因河段流速整体较大,为长距离泥沙输移。  相似文献   

9.
码头面层纤维混凝土抗冲击性能的试验研究与评价   总被引:1,自引:0,他引:1  
在C30素水泥混凝土中分别添加杜拉纤维、尼龙纤维、钢纤维配制纤维混凝土,标准养护28 d后进行抗弯曲冲击试验研究.以初裂次数、终裂次数、冲击韧性评价混凝土抗冲击性能的优劣.试验结果表明:在设定的落锤抗弯曲冲击试验方法基础上添加钢纤维混凝土、杜拉纤维混凝土、尼龙纤维混凝土,其冲击韧性分别是素混凝土冲击韧性的15.1倍、3.4倍、2.7倍.素混凝土冲击破坏突出表现为脆性断裂破坏,纤维混凝土冲击破坏表现为韧性断裂破坏.3种纤维混凝土的抗冲击性能均较素混凝土有较大的提高,其中钢纤维混凝土的抗冲击性能最强,其次是杜拉纤维混凝土.  相似文献   

10.
Ship operation and ice loading in floe ice fields have received considerable interest during recent years. There have been several numerical simulators developed by different institutes which can simulate ship navigation through floe ice fields and estimate ship performance and local ice loads. However, public data obtained from full-scale measurement covering comprehensively ship performance and ice loads under various ice thicknesses, concentrations and floe sizes are rare. The 2018/19 Antarctic voyage of the Polar Supply and Research Vessel (PSRV) S.A. Agulhas II gathered considerable data of the ship in floe ice fields under various thicknesses, concentrations, and floe sizes. The aim of this paper is to carry out statistical analysis to seek suitable probability distributions which adequately fit the measured ice load and therefore suitable to be used as parent distributions for long-term estimation. For this aim, three categories of probability distributions, namely standard distributions, truncated distributions and mixture distributions are tested. It is found that truncated distributions can fit the load data better than standard distributions bounded at the threshold. In addition, mixture distributions are shown to have promising features, which fit the data well and are able to separate distribution components. Subsequentially, the well-performed distributions are used as parent distributions to make long-term load estimations. The estimation results demonstrate that long-term estimations are sensitive to the selection of parent distribution, which addresses the importance of finding correct distribution to model short-term ice loads. The data of ten selected cases will be published for the use of other researchers.  相似文献   

11.
12.
Diagnostic studies of ocean dynamics based on the analysis of oceanographic cruise data are usually quite sensitive to observation errors, to the station distribution and to the synopticity of the sampling. The first two sources have been evaluated in the Part I of this work. Here we evaluate synopticity errors for different sampling strategies applied to simulated unstable baroclinic waves. As suggested in previous studies, downstream and upstream cross-front samplings produce larger errors than along-front samplings. In our particular case study, the along-front sampling results in fractional errors (rms error divided by the standard deviation of the field) of about 15% for dynamic height and more than 50% for relative vorticity and vertical velocity. These values are significantly higher than those obtained in Part I for typical observation errors and sampling limitations (about 6% for dynamic height and between 15 and 30% for geostrophic vorticity and vertical velocity).We also propose and test two methods aimed at reducing the impact of the lack of synopticity. The first one corrects the observations using the quasi-geostrophic tendency equation. The second method combines the relocation of stations (based on a system velocity) and the correction of observations (through the estimation of a growth rate). For the fields simulated in this work, the second method gives better results than the first, being able to eliminate practically all synopticity errors in the case of the along-front sampling. In practice, the error reduction is likely to be less effective, since actual fields cannot be expected to have a system velocity as homogeneous as for the single-mode waves simulated in this work.  相似文献   

13.
Diagnostic studies of ocean dynamics based on the analysis of oceanographic cruise data are usually quite sensitive to observation errors, to the station distribution and to the synopticity of the sampling. Here we present an error analysis of the first two sources. The third one is evaluated in Part II of this work (J. Mar. Sys. (2005), this issue). For observed variables and those linearly related to them, we use the Optimal Statistical Interpolation (OI) formulation. For variables which are not linearly related to observed variables (e.g., the vertical velocity), we carry out numerical experiments in a consistent way with OI statistics. Best results are obtained when some kind of scale selection or spatial filtering is applied in order to suppress small scales that cannot be properly resolved by the station distribution.The formulation is first applied to a high resolution (SeaSoar) sampling aimed to the recovery of mesoscale features in a region of large spatial variability (noise-to-signal fraction of the order of 0.002). Fractional errors (rms error divided by the standard deviation of the field) are estimated in about 2% for dynamic height and between 4% and 20% for geostrophic vorticity and vertical velocity. For observed variables, observation errors and sampling limitations are shown to contribute in similar amounts to total errors. For derived variables, sampling errors are by far the dominant contribution. For less dense samplings (e.g., equally spaced CTD stations), fractional errors are about 6% for dynamic height and between 15% and 30% for geostrophic vorticity and vertical velocity. For this sampling strategy, errors of all variables are mostly associated with sampling limitations.  相似文献   

14.
This first part of the state-of-the art focuses on the origins of road safety modeling, covering data, early models and the public health context of model formulation and use.  相似文献   

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