小水线面复合单体无人艇纵摇运动模式研究

本文以小水线面复合单体无人艇为研究对象,在2种吃水条件下,不同初始纵摇角纵摇衰减运动模型试验,测得纵摇角度随时间变化的曲线,共建立4种纵摇衰减运动模式的系统辨识运动方程,基于系统辨识理论和多种现代优化算法设计并改编了计算软件。通过系统辨识后目标函数的比较,确定了最适合此艇型的纵摇运动辨识方程,得到方程中各力矩系数拟和值,且系统辨识角速度和试验角速度的误差范围平均在4%以内,验证了辨识系统的可靠性。选取其中一种典型角度下的纵摇数据作为辨识依据,讨论2种吃水下水动力矩与时间的变化关系。与同吨位单体滑行艇纵摇运动模式进行比较,表明小水线面单体无人艇纵摇衰减能力较强。     

滑行艇升沉纵摇运动的二维数值预报

基于CFD软件对滑行艇二维简化模型在均匀来流中的运动响应进行数值分析。根据滑行艇的流体动力数值计算结果实时求解滑行艇的运动响应特性,对4种不同傅汝德数下滑行艇的纵摇与垂荡耦合运动特性进行研究,得到艇体升沉幅值、纵摇角随时间的变化特性,以及阻力、升力和力矩随傅汝德数的变化规律,并分析了艇体达到稳定状态所需时间和滑行过程中艇底动压力的变化特性。研究表明:傅汝德数1.5时达到稳定滑行状态的时间仅为80 s;除了在傅汝德数2.0时发生严重振荡,其余3种情况下滑行艇均能够趋于一种"动平衡"状态。     

风载荷作用下滑行艇运动响应的数值预报

本文基于计算流体力学软件FLUENT,编制了耦合求解滑行艇纵向运动预报程序,开展了三维滑行艇模型在风载荷作用下运动响应的数值预报。重点分析了风载荷对滑行艇升沉、纵摇运动和升力、阻力的影响,定量给出了风载荷引起的阻力占总阻力的比重。     

滑行艇纵向运动响应与静水航行数值模拟分析

运用CFD软件FLUENT,采用动网格技术,通过编制的运动预报程序求解耦合运动方程,比较滑行艇排水航行、过渡航行、滑行三种不同状态下航行姿态及周围流场情况,分析了滑行艇响应运动过程中重心位置及纵摇角度的变化,并展开对应工况下滑行艇以固定姿态不涉及动网格技术的静水直航数值模拟,将计算结果与运动响应结果比较分析.得出了滑行艇由排水航行状态过渡到滑行状态底部动压力变化.为关于滑行艇水动力性能的研究提供了可靠的计算研究模型.     

频率散射对船舶垂荡与纵摇耦合运动的影响

为研究遭遇频率散射现象对船舶垂荡与纵摇耦合运动所造成的影响,以某船为研究对象,假设船舶在顶浪航行,通过船舶纵向速度振荡产生频率散射。基于弗汝德—克雷洛夫假定,推导并得到了垂荡与纵摇耦合运动响应方程。采用切片法计算了耦合运动方程中的水动力系数。通过理论求解方法验证了数值求解耦合运动方程的准确性。同时,还分析了散射强度和散射频率单独对耦合运动的影响,以及两者对耦合运动的综合影响。结果表明,增大散射强度和散射频率可以减弱垂荡和纵摇耦合运动及其剧烈程度。     

尾插板对滑行艇阻力及纵向稳定性影响试验分析

对带有尾插板的滑行艇模型进行静水拖曳试验,监测模型运动过程中阻力、升沉、纵摇的变化及模型整体的运动稳定性,加装1.0 mm以上的尾插板能够解决该滑行艇在中高速运动过程中常见的运动稳定性问题,同时能够有效减小滑行艇在中高速下的阻力。随着航速的进一步提升,过深的尾插板会使模型发生埋首,同时阻力迅速增大。如滑行艇能够搭配合适的尾插板,有望获得更好的快速性和稳定性。     

水气双重介质共同作用下滑行艇纵向运动预报

为探究滑行艇水气双重介质共同作用下的运动响应情况,针对喷水推进滑行艇的高速运动原理,建立水气双重介质作用下滑行艇非线性的纵向运动数学模型。分析滑行艇在水气双重介质共同作用下滑行过程中的受力特性,确定艇体受到的重力、浮力、动升力和风压阻力等,改进受风面积和风压力臂的计算方法,提出实时计算滑行艇浸湿长度的计算公式。编写滑行艇纵向运动预报程序,并对不同工况下滑行艇运动的预报结果予以了分析。结果显示,当主机输出功率一定时,计入空气比不计入空气时的航速下降5.1%,升沉量下降0.006 m,纵摇角抬升0.2°,阻力增加1 893 N,动升力减小404 N;而计入风的阻力对滑行艇的运动影响较大,航速下降15.3%,纵摇角增加0.6°,升沉量下降0.021 m,动升力下降1 139 N,阻力增加5 472 N。     

滑行艇在规则波中的数值模拟

针对波浪中滑行艇水动力性能预报的不足,提出了一种基于六自由度运动模型的滑行艇水动力性能预报方法,实现其在波浪中自由运动的水动力性能预报。首先根据水波理论利用CFD技术完成了三维数值水池的造波和消波,然后以某型滑行艇为模型,将六自由度方程赋予滑行艇,实现了其在迎浪匀速航行时随波浪的自由运动,最后通过Fluent数值计算得到了其在波浪中自由运动时的阻力、升力、升沉位移、纵倾角以及兴波等流场参数。计算结果表明:利用该方法获得的某型滑行艇的流场参数较真实地反映了滑行艇在波浪中的姿态,为滑行艇耐波性实验提供了一定的理论依据。     

三体滑行艇纵向运动稳定性的数值模拟

为了研究三体滑行艇在高航速下的纵向运动稳定性,利用重叠网格技术对三体滑行艇在失稳时产生的"海豚运动"现象进行CFD仿真。根据艇底的压力分布特征分析了发生"海豚运动"的机理;利用二分法制定了若干计算工况,得到静水航行时的稳定速度上限线和失稳速度下限线,实现了对纵向稳定性界限曲线的逼近。将数值计算结果与模型试验结果进行对比分析,计算值与实验值吻合较好,表明该数值方法具有较好的实用价值。     

船舶垂荡与纵摇耦合运动频率散射机制研究

针对船舶纵向速度振荡对垂荡与纵摇耦合运动建立运动响应模型,基于弗劳德-克雷洛夫假定,采用切片法推导切片的浮力、阻尼力和惯性力,通过对切片的积分得到了船体垂荡与纵摇的水动力(矩),推导并得到垂荡与纵摇耦合运动响应方程。以某隐身船为实例,初步分析遭遇频率散射强度和散射频率对耦合运动的影响,得到增大散射强度和散射频率可以减弱耦合运动及其剧烈程度的初步结论。     

Predictions of porpoising inception for planing vessels

The inception of porpoising is theoretically predicted for planing vessels. Two different approaches are presented. First, a linear stability analysis is applied to find the porpoising limits while the hydrodynamic coefficients, i.e. added mass and damping coefficients, are determined by either a simplified method or a numerical method. Another approach is to seek the porpoising limits by performing nonlinear time domain simulations. Either the simplified method or the numerical method is used in the simulations. In the numerical method, a 2D+t theory together with a boundary element method is employed. The trim angle limits for porpoising are determined by changing the longitudinal position of the centre of gravity (COG) of the vessel and keeping the forward speed constant. The predicted porpoising limits are compared with Day and Haag’s (Planing boat porpoising, Thesis, Webb Institute of Naval Architecture, 1952) experimental results. The influences of parameters such as the load coefficient, the vertical position of COG and the radius of gyration of the ship are investigated by varying those parameters in the linear stability analysis. In the nonlinear time-domain simulations, by trying different longitudinal position of COG, one can find the critical trim angle when the porpoising commences. The obtained trim limits agree generally with those predicted by the linear stability analysis. Bounded oscillations for the unstable cases near the critical trim angle can be seen in the time-domain simulations due to the nonlinear effects.     

Truss Spar平台非线性垂荡-纵摇耦合随机运动分析(英文)

Considering the static stability and the change of the displacement volume, including the influences of higher order nonlinear terms and the instantaneous wave surface, the nonlinear coupled heave-pitch motion was established in stochastic waves. The responses of heave-pitch coupling motion for the Truss Spar platform were investigated. It was found that, when the characteristic frequency of a stochastic wave is close to the natural heave frequency, the large amplitude pitch motion is induced under the parametric-forced excitation, which is called the Mathieu instability. It was observed that the heave mode energy is transferred to pitch mode when the heave motion amplitude exceeds a certain extent. In addition, the probability of internal resonant heave-pitch motion is greatly reduced while the characteristic wave frequency is away from the natural heave frequency.     

考虑一阶和二阶力spar平台垂荡-纵摇非线性耦合运动时域分析（英文）

In this study, the coupled heave-pitch motion equations of a spar platform were established by considering 1st-order and 2nd-order random wave loads and the effects of time-varying displacement volume and transient wave elevation. We generated random wave loads based on frequency-domain wave load transfer functions and the Joint North Sea Wave Project(JONSWAP) wave spectrum, designed program codes to solve the motion equations, and then simulated the coupled heave-pitch motion responses of the platform in the time domain. We then calculated and compared the motion responses in different sea conditions and separately investigated the effects of 2nd-order random wave loads and transient wave elevation. The results show that the coupled heave-pitch motion responses of the platform are primarily dominated by wave height and the characteristic wave period, the latter of which has a greater impact. 2nd-order mean wave loads mainly affect the average heave value. The platform's pitch increases after the 2nd-order low frequency wave loads are taken into account. The platform's heave is underestimated if the transient wave elevation term in the motion equations is neglected.     

Nonlinear random motion analysis of coupled heave-pitch motions of a spar platform considering 1st-order and 2nd-order wave loads

In this study, we consider first- and second-order random wave loads and the effects of time-varying displacement volume and transient wave elevation to establish motion equations of the Spar platform’s coupled heave-pitch. We generated random wave loads based on frequency-domain wave load transfer functions and the Joint North Sea Wave Project (JONSWAP) wave spectrum, designed program codes to solve the motion equations, and then simulated the coupled heave-pitch motion responses of the platform in the time domain. We then calculated and compared the motion responses in different sea conditions and separately investigated the effects of second-order random wave loads and transient wave elevation. The results show that the coupled heave-pitch motion responses of the platform are primarily dominated by wave height and the characteristic wave period, the latter of which has a greater impact. Second-order mean wave loads mainly affect the average heave value. The platform’s pitch increases after the second-order low frequency wave loads are taken into account. The platform’s heave is underestimated if the transient wave elevation term in the motion equations is neglected.     

槽道型高速滑行艇船型的自动生成(英文)

The creation of geometric model of a ship to determine the characteristics of hydrostatic and hydrodynamic, and also for structural design and equipments arrangement are so important in the ship design process. Planning tunnel high speed craft is one of the crafts in which, achievement to their top speed is more important. These crafts with the use of tunnel have the aero-hydrodynamics properties to diminish the resistance, good sea-keeping behavior, reduce slamming and avoid porpoising. Because of the existence of the tunnel, the hull form generation of these crafts is more complex and difficult. In this paper, it has attempted to provide a method based on geometry creation guidelines and with an entry of the least control and hull form adjustment parameters, to generate automatically the hull form of planning tunnel craft. At first, the equations of mathematical model are described and subsequent, three different models generated based on present method are compared and analyzed. Obviously, the generated model has more application in the early stages of design.     

Spar平台垂荡一纵摇耦合运动的不稳定性

研究了深水Spar平台垂荡—纵摇耦合不稳定运动的形式和条件。以经典Spar平台为例,基于垂荡包络线概念,分析了平台垂荡—纵摇耦合运动的相互放大效应及"舞动"运动。结果表明,当垂荡包络线周期与纵摇固有周期相等时,纵摇运动失稳;因纵摇对垂荡的耦合影响,垂荡幅值不断增大,同时垂荡运动的变化又影响纵摇运动,使得纵摇幅值小幅度增加,平台运动存在相互放大效应。纵摇失稳后,Spar平台将处在一种奇特的"舞动"运动形式。     

舵-轴系统流致振动特性的影响因素

针对具有低质量比和小展弦比的舵-轴系统,设计了一种用以分析其流致振动特性的实验方案。使用一组拉伸弹簧模拟系统的扭转刚度,并利用精准的测量方法对系统的扭转刚度、重心位置以及转动惯量进行标定。实验在重力式水洞中进行,测量并分析了来流速度、支撑刚度、扭转刚度对系统振动形态以及颤振速度的影响。通过将实验值与数值计算结果进行比较,发现二者吻合良好。此外,利用两自由度运动方程分别计算了舵-轴系统在不同重心位置、刚心位置、初始攻角、舵的质量、弦长以及展长条件下的颤振速度,得到了各参数值的变化对系统振动特性的影响规律。由于在舵-轴系统的主要结构参数中,支撑刚度和扭转刚度、重心位置和刚心位置、舵的弦长和展长这三对参数各自存在着相关性,所以为了更全面了解参数变化对系统颤振速度的影响,进一步分析了每对参数同时变化对系统振动形态的影响。     

Mathematical modelling of response amplitude operator for roll motion of a floating body: Analysis in frequency domain with numerical validation

This paper investigates mathematical modelling of response amplitude operator （RAO） or transfer function using the frequency-based analysis for uncoupled roll motion of a floating body under the influence of small amplitude regular waves. The hydrodynamic coefficients are computed using strip theory formulation by integrating over the length of the floating body. Considering sinusoidal wave with frequency （ω ） varying between 0.3 rad/s and 1.2 rad/s acts on beam to the floating body for zero forward speed, analytical expressions of RAO in frequency domain is obtained. Using the normalization procedure and frequency based analysis, group based classifications are obtained and accordingly governing equations are formulated for each case. After applying the fourth order Runge-Kutta method numerical solutions are obtained and relative importance of the hydrodynamic coefficients is analyzed. To illustrate the roll amplitude effects numerical experiments have been carried out for a Panamax container ship under the action of sinusoidal wave with a fixed wave height. The effect of viscous damping on RAO is evaluated and the model is validated using convergence, consistency and stability analysis. This modelling approach could be useful to model floating body dynamics for higher degrees of freedom and to validate the result.     

3-D computational method of wave loads on turret moored FPSO tankers

A three-dimensional method of calculating wave loads of turret moored FPSO (Floating Production Storage and Offloading) tankers is presented. The linearized restoring forces acting on the ship hull by the mooring system are calculated according to the catenary theory, which are expressed as the function of linear stiffness coefficients and the displacements of the upper ends of mooring chains. The hydrodynamic coefficients of the ship are calculated by the three-dimensional potential flow theory of the linear hydrodynamic problem for ships with a low forward speed. The equations of ship motions are established with the effect of the restoring forces from the mooring system included as linear stiffness coefficients. The equations of motions are solved in frequency domain, and the responses of wave-induced motions and loads on the ship can be obtained. A computer program based on this method has been developed, and some calculation examples are illustrated. Analysis results show that the method can give satisfying prediction of wave loads.