一种实用船型设计方法

介绍船型设计中对兴波阻力影响最大的两个因素--横剖面面积曲线和球鼻首的设计方法.20年间,结合实用船型的特点,采用该方法研发出一种对中高速船行之有效的船型设计程序,并先后对四种具有完全不同尾型的实用船型进行优化设计,即1984年完成的球首长轴套新船型、1988年完成的球首蜗尾新船型、1992年完成的球首双尾新船型、2002年完成的球首常规尾沿海客滚船新船型,都取得了良好的消波、减阻与节能效果.在设计航速下,与各自的对比船型相比较,四种新船型均大幅度减小兴波阻力,减小剩余阻力20%以上,节省有效功率分别为16.2%、5.5%、5.8%、10.3%.     

大型半潜船球首设计及阻力性能对比分析

在船速较低的肥大型船舶上，安装球鼻艏会在很大程度上降低船舶受到的阻力，球艏对艏部型线有缓和的作用,使船舶艏部水流发生改变,减少艏底漩涡,从而降低形状阻力，进而改善船舶的水动力性能。根据设计的10万吨级半潜船船型的船模静水阻力试验情况，该船舶船首由直立型改为球鼻艏型式，通过对原型和改进后的船型的阻力试验结果进行对比，检验了新船型的减阻性能，同时对船尾伴流场进行了研究，发现船首形状改变对尾部半流场影响不大     

Design of bridges against ship collisions

The paper outlines a rational design procedure for bridge piers and pylons against ship collision impacts. Firstly, a set of risk acceptance criteria are proposed. This is followed by a mathematically based procedure for calculation of the probability of critical ship meeting situations near the bridge, and the probability of ship collision accidents caused by human errors as well as technical errors. This first part of the paper leads to identification of the largest striking ship, “design vessels”, a given bridge pier must withstand without structural failure in order for the bridge connection to fulfil the risk acceptance criteria. The final part of the paper is devoted to an analysis of the needed impact capacity for the bridge pylons and piers exposed to ship bow impact loads from these “design vessels”. For a number of different ship types and different tonnage merchant vessels, load – displacement relations for ship bow collisions against rigid walls are derived. Based on these comprehensive numerical results, a new empirical relation is derived which is suited for design against bow collisions. This expression for maximum bow collision forces is compared with a previously published expression for ice-strengthened ships and with existing standards for assessment of bow crushing forces. It is shown that there is need for an update of these existing standards. For design of piers and pylons against local impact pressure loads, a pressure - area relation for bulbous bow impacts is derived.     

超大型集装箱船艏艉砰击强度直接计算方法

超大型集装箱船的船艏显著外飘、船艉宽平外悬,使其在恶劣海况下航行时容易发生严重的砰击。为确保船体艏艉部结构在砰击中不发生损坏,需要研究作用到艏艉外板上的砰击压力,并以此为设计载荷来校核外板和相连结构的强度。目前对集装箱船砰击局部强度的校核要求仍以经验公式为主,但是为提高对超大尺度船舶强度校核的可靠性,近年来推出了砰击的直接分析方法。本文初步分析了砰击直接分析方法的基本原理,并运用该方法对20,000 TEU集装箱船的艏、艉部砰击压力以及最小板厚要求进行了研讨,其结果可为超大型集装箱船的结构设计提供重要的参考。     

Energy dissipation in high-energy ship-offshore jacket platform collisions

Ship collisions with offshore structures may be characterized by large amounts of kinetic energy that can be dissipated as strain energy in either the ship, or the installation, or shared by both. In this paper a series of FE numerical simulations are performed with the aim of providing a clearer understanding on the strain energy dissipation phenomenon, particularly upon the ship-structure interaction. Ships of different dimensions and layouts are modelled for impact simulations. Likewise, three platform jacket models of different sizes and configurations are considered. The collision cases involve joints, legs, and braces and are simulated for several kinetic energy amounts of the vessels and different impact orientations. An overview of the plastic deformation mechanisms that can occur in both ship and jacket structure is also given. The results from the various models with different collision scenarios are compared in terms of the strain energy dissipation with respect to the different ship/installation strength ratios. From the FEA simplified approaches are also derived in terms of the relative stiffness of the two structures for assessing the responses and energy absorptions of the two structures. The conclusions drawn from this study can be applied to a broader range of collision assessment of offshore steel jacket platforms subjected to high-energy ship impacts.     

中型公务船艏部型线设计分析探讨

为了在新开发公务船中进行型线优化设计,对两条实船的四种型线裸体船模试验结果进行了分析对比,证实对于方形系数在0.50以下的船型,当Fn为0.40附近时,设球鼻艏增加了有效马力;但在Fn处于0.32～0.35区间时,由于形成有利干扰兴波阻力下降,设倒水滴形球鼻艏能减少有效马力约3％～6％.     

LPC快艇加装声呐球鼻模型阻力试验

对LPC快艇加装声呐球鼻艏船进行模型阻力试验,设计了适合此快艇加装声呐球鼻艏的5种方案.试验得到5种方案的19种状态的船模试验基本参数,在换算成实船后得到实船总阻力曲线图、实船有效功率曲线图和实船剩余阻力曲线图.船模阻力试验结果表明,加装此5种球鼻后,船模总阻力增加都较小,且在设计航速上仍有较好的耐波性和稳定性,综合船...     

舰艇新型球鼻首结构设计探索

从材料选型入手对舰艇新型球鼻首的结构设计进行探索,研究结构和声学性能要求,提出性能优良的球鼻首结构方案,以备新型舰艇球鼻首的实际建造和后续发展.     

缓冲型球艏的艏柱设计计算分析

依据缓冲球艏设计要求,提出棱柱型艏柱设计方案,运用有限元分析软件LS-DYNA对采用传统艏柱与棱柱型艏柱结构的12 000 t油船进行船艏碰撞的仿真分析,发现棱柱型艏柱结构比传统艏柱结构球艏更易被压溃.     

基于NFFD 算法的船体几何变形技术

本文以非均匀有理B样条基函数作为参数体属性,并结合非均匀控制点网格,建立了适用于船体几何的NFFD变形技术。重点阐述了NFFD方法的基本原理和变形规则,并以矩阵表示方法为基础构建了数学模型。研究了控制点数量和分布对变形结果的影响,增加了控制点变形几何的能力并获得了更大的设计空间。最后,以某CNG运输船为例完成了球鼻艏、船艏和船艉部分几何的自动变形。本文的工作为船型优化提供了良好的变形工具。     

基于CATIA二次开发的球首参数化设计

为实现在船舶型线设计中快速生成船舶球首,以船舶球首为研究对象,通过定义控制球首形状的纵向边界线、横向边界线、横剖面形状,设置相关控制参数,以CATIA为开发平台,VB为开发工具,对其进行二次开发,编制球首参数化设计程序,迅速地生成球首三维模型。     

基于波浪增阻的长球首球尾双体风电维护船仿真研究

根据中国海上风电场维护船的使用要求和航行的环境特点,本文选取快速性和耐波性良好的长球首球尾双体船作为风电维护船船型。利用基于CFD的数值仿真方法模拟长球首球尾双体风电维护船在波浪中的纵摇和升沉运动,计算其波浪增阻。研究球首球尾长度和片体干扰对长球首球尾双体船在波浪中阻力性能的影响,为球首球尾双体船以及风电维护船的船型设计与优化提供参考。     

撞角球鼻艏形式和参数变化对阻力影响的研究

通过数值计算及模型试验确定了撞角球鼻艏形式和参数对阻力的影响。针对3个形式各异的球鼻艏方案,开展了CFD计算和模型试验,结果显示:当傅汝德数为0.28时,撞角球鼻艏的剩余阻力系数比无球鼻艏的剩余阻力系数约小20%。以8个主要参数各异的撞角球鼻艏方案为对象,采用CFD技术分析了撞角球鼻艏的参数变化对兴波阻力的影响,并确定了撞角球鼻艏的宽度比和纵向长度比对兴波阻力系数的影响。     

基于CFD技术的散货船线型优化研究

随着CFD技术的逐渐成熟,该技术已被应用于线型母型的选取和线型优化等设计流程中。依托"计算流体力学的实用化研究"项目,以17.5万dwt散货船为研究对象,应用CFD软件和优化软件来改进该船的阻力性能及伴流场。选取船体艏部三个特征参数和艉部两个特征参数作为优化变量并针对每个改型进行数值模拟,并将该船原型及艏、艉部分别优化所得线型进行模型试验,试验结果与数值研究方法的结论一致。     

客滚船首尾部砰击计算研究

客滚船的特殊线型——艏部外飘幅度较大和艉部的扁平肥大型结构,在营运过程中易受到砰击载荷的作用。由于该类船舶砰击问题显著,故一直是业内研究的热点。以某客滚船为例,针对其艏艉结构进行砰击计算,采用计算量适中,且可实现砰击载荷预报的频域法,将砰击载荷映射到相应各部分的有限元计算模型上,经计算分析,得到艏艉结构在砰击压力下的应力结果,最终实现对客滚船砰击强度的安全评估。整个计算探讨过程,可供同类船舶的设计研究人员借鉴。     

艏艉破冰模式极地船冰区划分及冰载荷弯矩剪力对总纵强度的影响

对于首尾破冰模式的极地船舶，规范中并没有详细给出其冰带划分的方法，仅仅提到尾部破冰参考艏部破冰区域划分，但由于船体尾部线型和艏部线型差距较大，故并不能很好的适用，本论文以一艘PC4级110kt极地原油船为例，就此针对尾破冰模式进行冰区带划分。 另外冰载荷产生的弯矩剪力对船体总体强度的影响也在本文中论述。     

Optimization of bow shape for a non ballast water ship

In this research,a commercial CFD code ＂Fluent＂ was applied to optimization of bulbous bow shape for a non ballast water ships（NBS）.The ship was developed at the Laboratory of the authors in Osaka Prefecture University,Japan.At first,accuracy of the CFD code was validated by comparing the CFD results with experimental results at towing tank of Osaka Prefecture University.In the optimizing process,the resistances acting on ships in calm water and in regular head waves were defined as the object function.Following features of bulbous bow shapes were considered as design parameters： volume of bulbous bow,height of its volume center,angle of bow bottom,and length of bulbous bow.When referring to the computed results given by the CFD like resistance,pressure and wave pattern made by ships in calm water and in waves,an optimal bow shape for ships was discovered by comparing the results in the series of bow shapes.In the computation on waves,the ship is in fully captured condition because shorter waves,λ/Lpp 0.6,are assumed.     

Optimum arrangement of braces in jacket platform based on strength and ductility

Nonlinear behavior of jacket platforms is important in both design and rehabilitation issues that depends on the bracing arrangement. Both ductility and strength of the structures derived from pushover analysis are highly related to configuration of the braces. Considering a suitable criterion such as constant weight or constant stiffness and period of the structure in all arrangement cases, one can compare the capacity curves and find the best configuration. In this paper a simple logical method for investigating the strength and ductility of the jacket structure is presented, it is shown that global geometry and configuration of the braces are very important and effective in both strength and ductility parameters. Three parameters, normalized strength, normalized ductility and a combination of these two parameters are defined in order to have an engineering and practical index for comparing the results. At the end of the numerical discussion, the optimum configuration can be found. Such an investigation is very important in the initial design stage. Also, in assessment of existing platforms, it is very important to find the reliable strength and ductility of the structure. Such a study gives a deep view of this issue as well.     

Geometric modelling of bulbous bows with the use of non-uniform rational B-spline surfaces

Nowadays, bulbous bow forms have become a common design feature in most conventional ship designs. The design of a bulbous bow is usually attempted with the use of certain form parameters that are imposed using the designer's experience or regression values that provide the optimum parameters based on experimental tests or computational fluid dynamics (CFD) calculations. In this article, the geometric modelling of a bulbous bow form that complies with a series of parameters is presented. First, a wire model was constructed with cubic B-spline curves that hold certain form parameters that the designer wants to impose. Second, a B-spline surface that fits these splines was mathematically constructed. A review of the influence of the design parameters used on the bulbous bow properties was made. This method could be used prior to numerical optimization of a bulbous bow because different variations of the design can be easily generated. These variations can be tested numerically using CFD software. A practical application example of the method is shown.     

门架式定位桩在突堤浮码头上的应用

庄河港区陆岛客运浮码头采用突堤式布置,由于抛锚水域有限,探索和研究了门架式定位桩固定趸船的新型系留方式。提出在趸船首尾各设一组门架式定位桩,在多种工况下各定位桩能共同抵抗水平力、限制趸船水平位移,且降低工程造价。在钢质趸船首尾设置组装式钢浮箱,便于趸船的安装、维修。