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吊舱推进装置在极地船舶中被广泛应用，其转舵模块可以带动螺旋桨摆动从而产生任意方向的推进力，使船舶操纵更为灵活。提出了一种吊舱推进船舶冰区操纵的离散元方法，对具有吊舱推进装置的冰区船舶破冰过程进行了数值模拟。以“雪龙2”号破冰船为研究对象，计算分析了船舶定速直航时的冰阻力，并通过与Lindqvist经验公式的对比验证了冰阻力计算的合理性。在此基础上进一步对船舶在不同冰厚、不同吊舱转向角下的回转破冰运动进行了离散元模拟，分析了回转半径与船长比值随冰厚的变化规律。计算结果表明：船舶的回转性能随冰厚的增大而降低，并随吊舱转向角的增大而显著提高。 相似文献
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单点系泊船舶在受到风、流等外力作用下通常会产生大幅周期性艏摇运动，称为“鱼尾运动”。剧烈的鱼尾运动可能会导致系泊系统的锚链承受过大的张力从而遭到破坏。为了充分认识单点系泊状态下养殖工船的鱼尾运动，针对一艘十万吨级单链式系泊养殖工船进行了数值分析及模型试验研究。首先，通过风洞模型试验测得养殖工船的风、流载荷系数，以此作为输入对风、流联合作用下养殖工船的动力响应进行了数值模拟分析；同时，开展水池模型试验验证了数值计算结果的准确性和可靠性；最后，通过数值计算研究了不同风速和流速下单链式系泊养殖工船鱼尾运动的特性和规律，为实际工程设计提供一定的参考。 相似文献
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系泊系统的定位能力是浅水油田作业的软刚臂式单点系泊FPSO安全作业的重要保障,为研究不同水深/吃水比下单点系泊系统的受力性能,针对一艘16万吨级软刚臂单点系泊FPSO,在线性三维势流理论的基础上,基于多体动力学方法,建立FPSO-系泊腿-软刚臂的耦合模型,采用Newman近似法和Pinkster近似法分析了FPSO所受二阶波浪力,在时域内计算了不同水深/吃水比对系泊系统动力响应性能的影响。结果表明,随着水深/吃水比的增加,Newman近似法计算得到二阶波浪力先增大后减小,引起单点系泊系统载荷先增大后减小;而Pinkster近似法计算得到的二阶波浪力逐渐减下,引起单点载荷逐渐减下。在浅水条件下,Pinkster近似法具有较好的适用性,Newman近似法严重低估了FPSO所受的二阶波浪力;在深水条件下,Newman近似法能满足工程计算的要求;适用两种方法的临界水深/吃水比为1.64。 相似文献
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转塔位置是内转塔式FPSO设计中的重要参数,对风标效应以及运动和系泊力等有重要影响.采用时域分析方法分别计算了10万吨级FPSO在不同转塔位置时百年一遇风、浪、流海洋环境条件作用下的运动响应和系泊力,分析了不同转塔位置对FPSO水动力性能的影响.计算结果与模型实验进行了比较,结果表明,转塔位置的变化对FPSO风标效应、转塔系泊力等影响显著.分析结果对于选择理想的转塔位置具有一定的实际意义. 相似文献
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海冰在结构前的破坏模式以及产生的冰载荷与结构尺度和海冰厚度密切相关。采用海冰离散元方法（DEM）模拟平整冰与直立结构相互作用过程中的海冰破坏模式及整体冰载荷。该离散元方法的计算参数通过与Norstr?msgrund灯塔的现场实测数据对比进行了可靠性验证。在此基础上，对不同宽厚比（结构宽度与海冰厚度的比值）工况下平整冰与直立结构作用过程中的海冰破坏模式和整体冰压力进行了离散元分析。模拟结果表明：当宽厚比＜10时，海冰破坏模式主要为挤压破坏；当10≤宽厚比＜30时，海冰混合破坏发生；当宽厚比≥30时，海冰屈曲破坏发生。从海冰断裂长度与平均冰压力两个方面进一步说明了海冰破坏模式的转变过程。最后，构建了直立结构极值冰压力计算公式。研究成果可为寒区直立结构的整体设计提供参考。 相似文献
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冰脊对极地船舶及海洋工程结构的冰载荷设计及冰区安全运行具有重要的影响,其几何形态是重要的考虑因素。为研究冰脊的几何形态,本文基于Voronoi切割算法构造扩展多面体海冰单元,并使其相互冻结形成平整冰;采用离散单元法模拟海冰在相对运动时挤压形成冰脊的动力过程,统计分析脊帆高度、龙骨宽度、龙骨深度、龙骨水平倾角等主要几何参数,并确定这些几何参数间的对应关系。将离散元模拟结果同冰脊现场观测资料对比分析以验证扩展多面体离散元方法模拟冰脊形成过程的可行性。在此基础上讨论冰厚、冰速、海冰强度等因素对冰脊形态的影响。本文采用离散元方法对冰脊形成过程及几何特性的数值分析可为深入开展冰脊的形成机理及其对船舶、海洋工程结构物的冰载荷分析提供参考依据。 相似文献
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针对35万立方米超大型LNG-FSRU,采用软刚臂单点系泊系统定位方式,运用模型试验与数值计算两种技术手段开展风、浪、流联合作用下水动力研究。软刚臂系泊系统各构件间的连接方式及Yoke重量模拟是数值计算与模型试验的关键,数值计算对构件间的铰接方式与Yoke重量进行模拟,模型试验同样模拟了系泊系统的相似性,并将数值计算结果与模型试验结果进行对比分析。结果表明,软刚臂系泊系统刚度曲线呈非线性,试验结果与数值结果吻合良好,表明对于软刚臂系泊系统的两种模拟是合理的,反映了LNG-FSRU在风、浪、流联合作用下的运动特性,建立的研究方法可用于软刚臂系统的水动力研究。 相似文献
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当船舶在冰区航行时,螺旋桨会与海冰相互碰撞并导致桨叶的变形和损坏,进而影响船舶的航行安全。为研究海冰与螺旋桨的相互作用过程,采用离散元(DEM)—有限元(FEM)耦合方法构建海冰—螺旋桨切削模型。海冰和螺旋桨模型分别采用具有黏结—破碎特性的球体离散单元和8节点六面体有限单元构造。基于该DEM-FEM耦合模型讨论了不同切削深度下,螺旋桨所承受冰载荷的特点和规律;最后,研究了螺旋桨切削海冰过程中进速系数、推力系数、扭矩系数之间的对应关系,并讨论了海冰—螺旋桨相互作用过程中冰压力、Mises应力和变形的分布特点。以上研究可为寒区船舶安全航行和螺旋桨设计提供有益的参考。 相似文献
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FPSO水动力研究与进展 总被引：2，自引：2，他引：2
浮式生产储油轮(FPSO)是当今海洋石油天然气开发的主流工程设施。就目前国际上最为关注的FPSO水动力问题,包括深水FPSO与系泊、立管系统的耦合水动力预报、甲板上浪、FPSO与穿梭油轮组成的多浮体系统水动力、横摇运动与减摇措施、单点系泊FPSO的运动稳定性等进行了阐述,介绍了我国在浅水FPSO水动力问题上的研究进展,提出加强相关研究的建议。 相似文献
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Developments in the study of wave forces and construction techniques in deep water by the offshore oil industry have increased the use of marine terminals at deep water locations. A thorough understanding of moored ship dynamics when subjected to waves, wind and current combined with the use of flexible mooring lines would help to design berthing terminals for exposed areas. In this paper, the three dimensional problem of wave interactions with a barge moored to a single point is dealt with, based on the finite element method. The effect of flexibility of the mooring line and the point of mooring on the response of the barge as well as the mooring line tension is investigated. The paper compares the numerical results with model tests carried out on a barge moored to a fixed support under regular and random waves in head sea. The effect of stiffness of the mooring line on the barge response for different mooring points is discussed, which would be useful for the designers. The effect of viscous damping is also considered. The analytical results are in good agreement with the experimental results in both regular and random waves. 相似文献
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《Marine Models》1999,1(1-4):103-157
Mooring Design and Dynamics is a set of Matlab® routines that can be used to assist in the design and configuration of single point oceanographic moorings, the evaluation of mooring tension and shape under the influence of wind and currents, and the simulation of mooring component positions when forced by time-dependent currents. The static model will predict the tension and tilt at each mooring component, including the anchor, for which the safe mass will be evaluated in terms of the vertical and horizontal tensions. Predictions can be saved to facilitate mooring motion correction. Time-dependent currents can be entered to predict the dynamic response of the mooring. The package includes a preliminary database of standard mooring components which can be selected from pull down menus. The database can be edited and expanded to include user specific components, frequently used fasteners/wires etc., or unique oceanographic instruments. Once designed and tested, a draft of the mooring components can be plotted and a list of components, including fasteners can be printed. 相似文献
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The concept of the offshore oil and gas field development using floating ship-shaped platforms, frequently named floating production units (FPU further), with turret mooring is widely used in the world, including regions with harsh environment. The direct transfer of this concept to the Arctic seas is not possible, mostly due to the difficulties of maintaining a weathervaning, or passive turning regime in heavy ice conditions. The main danger relates to the fact that the expected FPU rotation under the action of high ice loads can be accompanied by a translational displacement of the FPU away from the mooring point. As a result, the mooring system may reach an overloaded state until the FPU turns to a favourable position relative to the ice drift direction. In the paper, we are focused on the investigation of a mathematical model of the passive FPU turning on a spot under the assumption that the ice cover is described by a rigid-plastic continuum. The study is performed both analytically and by numerical simulations. A number of specific FPU motion patterns are analytically derived from the model in quasi-static approximation in the form of successive limit states of the system FPU – ice continuum. Some results of the corresponding numerical simulation are presented that confirm the existence of similar solutions in the full dynamic setting of the problem. A partial parametric analysis of the problem is also performed. 相似文献
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Risers and anchor lines play important roles in offshore oil exploitation activities nowadays. For this reason the proper analysis and design of such slender structures has been of a paramount interest. The principal characteristics to be accounted for in riser and mooring line analysis are the severe nonlinearities involved and the random dynamic effects associated. The Finite Element Method (FEM) is an essential step to cope with this kind of analysis. But the use of the FEM can be computationally very expensive for the solution of the resultant nonlinear differential equations of motion, because the time-domain integration should produce sufficiently long response time-histories using small time-steps in order to obtain reliable time-series statistics of any structural response parameter, e.g., top tension in an anchor line or stresses occurring at a critical section in a steel catenary riser (SCR). This paper presents a very efficient hybrid Artificial Neural Network (ANN)–Finite Element Method (FEM) procedure to perform a nonlinear mapping of the current and past system excitations (inputs) to produce subsequent system response (output) for the random dynamic analysis of mooring lines and risers. Firstly, a quite short FEM-based time-domain response simulation is generated. Then, an ANN is used to predict the remaining structural response time-history simulation. The hybrid ANN–FEM approach can be very efficient for predicting long response time-histories. It has been observed that a 3 h response time-history can accurately be obtained with approximately the computational cost of a 500 s one, i.e., 20 times faster than a complete simulation using finite element-based solution. Roughly, this can represent a reduction of about a dozen of hours of computer time for a single mooring line analysis and about two dozens of hours (or more) for a single SCR analysis, both belonging to a deep-water floating unit. 相似文献
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基于多体动力分析方法进行FPSO和水下软钢臂系泊系统的运动特性研究。相较于非线性弹簧模拟软钢臂系泊系统或者其他近似模拟方法,多体分析方法可以充分考虑系泊系统具体结构形式及其动力项对FPSO运动性能的影响,更好的预报系统运动响应和系泊力。本文将FPSO和水下钢臂结构模拟成2个具有6自由度的独立结构,两者用系泊链组进行连接。基于三维势流理论应用汇源分布法,首先在频域内进行FPSO的水动力参数分析,进而在时域内对系统进行耦合动力分析。本文重点讨论系泊系统黏性力和二阶波浪力对系统响应的影响,计算结果发现系泊系统黏性力对系泊力有一定影响,而在浅水条件下二阶波浪力的计算对准确预报系统运动及系泊力非常重要。 相似文献
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Tsunami shelter has been designed and built as a refuges in case tsunami occurs. In recent year, different kinds of tsunami shelter have been proposed and developed, which is either a building type or a floating one. The main purpose of this research is to propose a new type of tsunami shelter with elastic mooring in comparison with a fixed type of shelter and to investigate tsunami force acting on the shelter and motions due to tsunami wave. Three different kinds of tsunami shelter were compared, rectangular, trapezoid and streamline type, with two conditions such as fixed on the ground and floating with elastic mooring. To compute interaction between run-up tsunami wave and the tsunami shelters with mooring, the numerical model has been developed by using particle based method, Smooth Particle Hydrodynamic (SPH) coupling with Extended Discrete Element Method (EDEM) for elastic mooring. Based on the validation of tsunami force and shelter motions with experimental results, the numerical results indicated that the model can simulate interactions between tsunami wave and shelter in fixed and mooring case. The result also shows that the tsunami force on the fixed tsunami shelter can be higher than that on the tsunami shelter with elastic mooring and then the mooring system can reduce tsunami force, 35% for averaged value and 50% for maximum one and the surge and pitch motions can be also reduced. The tsunami shelter with elastic mooring system could be a useful option for evacuating from tsunami attacking. 相似文献
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针对目前小油田早期生产中存在的不足,提出一种适用于浅水海域的新型张力腿式储油处理平台,该平台主要由储油箱、浮箱、吸力桩、系泊链和甲板结构构成,具备原油处理和储存功能。应用非线性时域耦合分析法,研究了有义波高、平均波周期、水深对该平台的运动响应和系泊链张力的影响。计算结果表明,波高对平台动力响应有较大影响,有义波高每增加0.4 m,平台水平位移相应增加0.408 m,而系泊链力随有义波高的增加呈准线性增大;波周期对平台水平运动影响显著,平均波周期从6.5 s逐级变化至8.5 s时,最大水平位移自3.760 m渐增至5.467 m,而波周期对系泊链力影响较小,变化率一般小于10%;该新型平台对水深大于20 m的浅水海域有良好的动力特性,而对水深小于20 m的海域却表现异常。因此,该新型张力腿式平台能满足水深不小于20 m浅海区的油田早期生产需要。 相似文献