导管螺旋桨水动力与结构强度计算方法研究

随着导管螺旋桨应用的普及,计算与分析其水动力与结构强度的方法也越来越准确、快速、简便。以荷兰船模试验水池No.19A+Ka4—70螺旋桨为实例,详述了导管螺旋桨计算与分析的整体流程。通过MATLAB计算得到螺旋桨翼面与导管的空间坐标,在Pro/E中建立三维实体模型,在HyperMesh中建立CAE模型。以流体部分网格为分析对象,分别在Fluent与CFX中进行导管螺旋桨水动力分析,并比较了不同计算软件得到的导管螺旋桨水动力分析结果,为导管螺旋桨水动力计算提供了基本思路。以流体-固体网格为研究对象,在CFX平台上中进行流固耦合计算,得到螺旋桨的结构强度分析结果,拓展了螺旋桨结构强度分析方法。该水动力与结构强度分析与研究为导管螺旋桨总体设计提供了有效可行的方法。     

江海通航顶推船铰接装置的波浪载荷模型试验研究

在不规则波中对某5000吨级的江海通航顶推船进行了两销式铰接装置的载荷模型试验.模型试验数据的无因次分析表明,在浪向角60°情况下铰接装置受力比其它浪向角时都要大,并且铰接装置受到的水平弯曲力比垂向弯曲力、轴向力大得多.推导了服从Weibull概率分布变量的短期概率极值预报公式.针对试验数据,进行了实船12小时短期概率极值预报,结果表明,在设计波高4.2m时,超越概率1%时的最大弯曲力相当于该顶推船推轮的排水量.本次试验及其数据预报的极值可供设计同类型铰接装置的江海通航顶推船时参考使用.     

海上自升式平台动力分析方法研究(英文)

A jack-up platform,with its particular structure,showed obvious dynamic characteristics under complex environmental loads in extreme conditions.In this paper,taking a simplified 3-D finite element dynamic model in extreme storm conditions as research object,a transient dynamic analysis method was proposed,which was under both regular and irregular wave loads.The steps of dynamic analysis under extreme conditions were illustrated with an applied case,and the dynamic amplification factor(DAF) was calculated for each response parameter of base shear,overturning moment and hull sway.Finally,the structural response results of dynamic and static were compared and analyzed.The results indicated that the static strength analysis of the Jack-up Platforms was not enough under the dynamic loads including wave and current,further dynamic response analysis considering both computational efficiency and accuracy was necessary.     

水中圆柱腔流激振荡特性研究

在水洞中进行了水中圆柱形腔流激振荡的研究，水洞中的试验结果与空气中的结果进行了对经，得了圆柱形腔在空气和水两种介质中流激振荡特性的共同点和差别。文中还根据腔底多层结构计算了腔底反射系数，然后导出水中多层腔底结构腔内的驻波共振频率计算关系式，并由此提出了用于计算任意弹性底圆柱腔驻波共振的图解算法及具有广泛意义的图解图，算得的波共振频率下试验值比较接近。还进行了流引起腔中流腕中流噪声的均方压力随流速变     

A finite element model for the Venice Lagoon. Development, set up, calibration and validation

The development, calibration and validation of a two-dimensional finite element model for the Venice Lagoon is described. The model uses a staggered grid for the spatial integration of the water levels and velocities. A semi-implicit numerical time stepping scheme is implemented, which guarantees unconditional stability for the gravity wave propagation. Because of the shallow depths in the lagoon, the model deals also with areas where flooding and drying occur.A first calibration of the model has been performed against harmonic constants of 12 tide gauges located in the lagoon. After this calibration, model output shows a good agreement with a set of water level data referring to a period of calm winds and to another data set of water level data measured in 38 stations during a period of strong winds.Meteorological data and river discharges are used to set up a 1-year long simulation that models the salinity and temperature fields. The temperature time evolution is well simulated. Comparison of model output to salinity data is not straightforward, since input data for the main rivers that discharge freshwater into the lagoon is not available for the year of reference. However, yearly averages of observed values of salinity are in a reasonable agreement with results of a climatological simulation.The presented model shows good propagation of the tidal wave and stability characteristics. It is the first step for a comprehensive model of the Venice Lagoon that deals not only with hydrodynamic variables, but also with sediment transport and ecological processes.     

沈阳地铁车站降压变电所设置方案研究

降压变电所的位置和设置方式对地铁车站的土建规模和供电系统的投资有很大影响.本文结合沈阳地铁一号线一期工程典型车站的土建结构和动力照明用电负荷的分布情况,通过经济技术分析、比较,深入研究地铁车站降压变电所的设置方案,在保证功能的前提下,达到合理利用资源,节约土建和供电系统投资的目的.     

进水口流动对水翼组合体水动力影响的试验研究

为研究进水口流动对水翼组合体水动力的影响，开发了一套专用试验装置，可测量进水口位置和流量对水翼组合作升力和阻力的影响。试验获得了七种进水四位置的水翼组合体升力和阻力与进水口流量的关系。试验结果表明，进水口位置影响明显，一般地，进水口位于水翼压力面一侧有利于提高水翼组合体的升阻比。     

自由面和岸壁对限制航道中船舶操纵性水动力的影响

本文在二阶抛物面离散后的船体表面单元上布置强度呈线性分布的Rankine源，在离散后的岸壁单元上和用贴体网格法离散船体附近自由面的单元上布置均匀Rankine源，在船体中纵面上布置强度在水深方向呈阶梯变化的附着涡线．计算了考虑自由而影响下船舶平行于岸壁航行时的水动力，还着重讨论了自由面和岸壁对限制航道中船舶水动力的影响．     

舰船主体结构流体冲击响应主动控制方法和分析

本文以探索性的方式提出了一种有效降低高速舰船主体结构流体冲击瞬态响应的主动最优控制方法,讨论了最优控制原理、观测器和作动器的设计,建立了一套舰船主体结构流体冲击瞬态响应控制仿真系统。通过对一艘实船的仿真分析给出了一些有理论和实际意义的结论。     

桥梁活载内力分析可视化研究初步

可视化方法可有效处理数值分析的结果。提出了两种利用可视化方法分析桥梁活载内力的可行方式，完成了其中一种的程序实现，并结合实例介绍了其工程应用。