Numerical modelling of hydrodynamic responses of Ocean Farm 1 in waves and current and validation against model test measurements

With the continuous growing of the aquaculture industry and increasingly limited fish farming sites at close to shore areas both in Norway and worldwide, there is a need to develop fish farms suitable for aquaculture production in typical offshore environments. For this purpose, SALMAR has developed and deployed the Ocean Farm 1 facility for offshore fish farming.The main purpose of this paper is to develop a reliable numerical model and investigate the motion responses of the Ocean Farm 1 structure in waves and current. The established numerical model consists of the Ocean Farm 1's frame structure (with rigidly-connected circular column components), the net and the mooring system. The hydrodynamic external loads and coefficients of the frame structure are obtained by using potential flow theory. The quadratic drag load on the individual circular columns of the frame structure is formulated by a given drag coefficient. The loads on the net are formulated by using the screen model, where the Reynold number dependent lift and drag forces are formulated as a function of the solidity ratio Sn of the net, relative inflow angle and velocity. The hydrodynamic loads on the mooring lines are formulated using the Morison's equation and the structural responses of the mooring lines are obtained using a nonlinear FE model.With the developed numerical model, time domain simulations are performed. The simulation results are firstly validated against measured data from the decay tests, current tests, and regular wave tests. After the validation, numerical simulations are performed in different irregular wave and current combined weather conditions and the obtained motion response of Ocean Farm 1 are discussed and compared with available measurement data.     

聚氨酯夹层板舱口盖振动特性研究

聚氨酯夹层板(SPS)因其出色的力学性能、减振降噪特性等在船舶建造领域得到了广泛应用。以船舶轻量化、高性能设计为目标,以64000DWT散货船钢制舱口盖为替代目标,采用聚氨酯夹层板设计新型舱口盖结构,基于有限元软件Ansys Workbench开展SPS舱口盖结构振动特性分析,研究其模态振型、谐响应和随机振动。通过与钢制舱口盖振动特性的对比研究,论证了聚氨酯夹层板在船舶减重和结构减振方面的优势与前景。研究结果表明:SPS舱口盖设计方案,在实现整体减重12%的情况下,使谐响应振幅降低75%;在1σ区域内,使随机振动的位移、应力响应分别降低了63.4%和76.1%。研究结果可以为船舶结构轻量化设计、舒适性改善等提供参考。     

基于交错并联的Ⅱ型五电平逆变器电路的仿真研究

研究了一种基于交错并联的Ⅱ型五电平逆变器电路。该拓扑是双BUCK电路的一种变形,可以视为双BUCK拓扑和交错并联技术结合的产物。这种拓扑减少了开关器件,降低了系统复杂度,而且提高了输出频率,大幅度减小了用于滤波的无源器件的体积。介绍了该拓扑存在的7种状态和4种模态。介绍了Ⅱ型五电平的单向仿真,详细阐述了其正弦脉宽调制.仿真结果符合之前的理论研究,说明该拓扑在大功率变换场合有其前景。     

Simplified buckling-and-contact-based expansion method for assessment of crashworthiness of double-hulled ship structure

Ship-to-ship collision events can have severe consequences such as loss of life and environmental degradation. For this reason, modern ship designs are required to incorporate a double-hulled structure to prevent inner-hull damage from such events. Using the experimental or numerical method to analyze the crashworthiness of double-hulled ship structures entails much effort, for which reason neither method is easy to adopt at the early design stage. In this paper, an existing simplified method called Ito's method is improved by a new buckling-and-contact-based expansion method. This method can be applied to double-hulled-structure or outer-hull-local-rupture failure mode. The perpendicular bow-to-side collision scenario is assumed for a conservative estimation of damage to a double-hulled structure. The method was verified in the present study by numerical ship collision simulations of several cases. The results for the buckling-and-contact-based expansion method and numerical simulation were similar for a blunt shape of striking body but different for a sharp shape.     

与铁路同台驳接地铁站台排烟方案探讨

针对地铁、国铁同台驳接入铁路枢纽的地铁车站,地铁地面站台位于交通枢纽内部的特殊形式,站台层的排烟方案需根据建筑形式进行特殊考虑。对站台层的排烟方案进行对比分析,通过火灾烟气模拟,对烟气自然扩散、自然排烟和机械排烟3种排烟方案进行对比分析。烟气自然蔓延条件下,能见度无法保证人员安全疏散。由于建筑形式的特殊,无法满足自然排烟条件。为保证安全,设置了机械排烟系统。对与国铁站房结合的综合枢纽中地铁车站排烟方式,应将自然排烟的可行性纳入其初期建筑方案中优先考虑。     

基于ADAMS的舰载补给起重机摇摆仿真及减摇措施分析

舰载补给起重机吊运柱状箱体时,箱体会由于各种外界影响发生摇摆。针对舰载补给起重机起吊的柱状箱体在舰船摇荡、起重机启停、风载的影响下发生的摇摆进行了ADAMS动力学仿真,得到了这3种因素对柱状箱体摇摆的影响情况,以及柱状箱体在预设工况下的运动规律。改变钢丝绳数量和布置形式进行仿真,得到了不同钢丝绳数量和布置下柱状箱体的运动情况以及相对单根钢丝绳的减摇效果,为进行动基座起重机减摇、防摇研究提供了依据。     

单叶片螺旋钢桩竖向承载特性数值分析

为分析单叶片螺旋钢桩在砂土地层竖向抗压承载特征,结合单叶片螺旋钢桩现场静载试验进行有限元软件模拟。将数值计算结果与现场实测数据进行对比分析,验证其数值计算结果的可靠性,其次采用该有限元软件分别模拟不同相对密实度砂土中几何参数不同的单叶片螺旋钢桩静载试验而得到不同荷载-位移曲线,同时将螺旋叶片直径的5%位移值对应荷载作为桩极限承载力。考虑砂土相对密实度,钢桩埋深,螺旋叶片直径,中心钢轴4个参数变化对单叶片螺旋钢桩极限承载力影响。结果表明:单叶片螺旋钢桩桩周土层的相对密实度和桩埋深是影响承载力的主要参数,螺旋钢桩叶片直径影响次之,钢轴直径的影响最小;同时,单叶片螺旋钢桩极限承载力增量百分比在松砂中最大,中密砂次之,密砂最小。     

分布式作战指挥模拟训练系统中语音通信仿真研究*

传统的分布式作战指挥模拟训练系统中存在通信模块可控性差、操作使用复杂等问题，为此设计和实现了新型的多功能语音通信仿真系统。提出了系统的总体结构，对系统中的语音服务器、语音客户端和通话器进行了设计，详细阐述了系统涉及的四项关键技术及其实现方案。实际应用的结果表明所设计和实现的多功能语音通信仿真系统能够满足部队指挥训练的要求。     

Simulation of Transfer Organization of Urban Public Transportation Hubs

Transfer organization of public transportation terminals has played a more important role in urban transportation management and planning. The micro-simulation software, VISSIM, is designed to model the pedestrian transfer in the Xizhimen Public Transportation Terminal (Beijing, China) in this paper. Four problems are found in the case study: severe disturbance between pedestrians and traffic flows, long transfer distances, bus waiting time and great traffic flow density. The paper proposes some measures for the solution to the problems, such as increasing the departure frequency of buses, building the crossing-street infrastructure for pedestrians, shortening transfer distances. The simulation result shows that the proposed methods in this paper are valuable in improving the efficiency of the transfer organizations of the Xizhimen Public Transportation Terminal (Beijing, China).     

数控车削加工仿真系统的研究与实现

介绍一个数控车床加工仿真系统,系统实现了对数控代码的词法、语法检验并将代码翻译成动画仿真所需的数据格式．通过在计算机上动画演示加工过程来检验数控代码的正确性．使用该系统可以实现高效率、低成本的培训．