共查询到20条相似文献，搜索用时 171 毫秒
1.
2.
以由不同直径、杆件方向和长度的圆柱形水下杆件构成的桁架式近海结构物为对象,提出了考虑流固耦合的结构物波浪栽荷和动力响应的数值分析方法:首先逐一计算组成桁架式结构的每一杆件的渡浪力,然后对这些单一杆件的波浪力进行叠加来得到结构物的整体渡浪载荷.同时利用时域分析方法求解结构物的动力响应.算例表明:与考虑流固耦合情况下的平台波浪载荷和动力响应计算结果对比,忽略辅助杆件响应贡献的计算结果与之存在较大差异;不考虑流固耦舍情况下的计算结果在结构物的固有周期附近与之差异较大,在远离固有周期的区间则差剐不大.对平台进行分析时有必要记入辅助杆件的响应贡献.并且考虑流固耦合的影响. 相似文献
3.
比例边界有限元法(SBFEM)是一种半解析的数值方法,比完全数值方法具有更高的精度,该方法结合了有限元和边界元的优点,采用相对少的剖分单元就可以得到较高精度的模拟结果。通过改变有限子域内部比例中心的位置,使这种方法可以应用到多种形式浮体在波浪作用下的水动力特性的计算中。同时还给出了各种形式浮体的波浪力及反射、透射系数的数值结果,并与边界元方法(BEM)计算结果和特征函数展开方法得到解析解进行了比较,均吻合良好。研究表明比例边界有限元不仅可以计算矩形的浮体结构,而且对于多种结构形式的浮体都可以计算,这为多种结构形式浮体的水动力分析提供了一个可行的方法。 相似文献
4.
为了探究钻井支持平台及生产平台组成的复杂多浮体耦合系统在近距离靠泊状态下的相对运动情况,基于多浮体三维势流理论及时域耦合分析方法,计算了半潜式钻井支持平台和张力腿(TLP)生产平台耦合系统在三种不同环境方向,即迎浪、斜浪、横浪下两平台的相对运动和平台间连接栈桥的运动响应,为平台运动分析和栈桥设计提供指导。并将计算结果与水池模型试验结果进行对比,验证了数值方法的可靠性。为进一步了解多浮体间耦合水动力的影响,计算了该近距离靠泊系统在不考虑浮体间水动力相互干扰下的运动响应。研究表明除在横浪作用外,其他环境条件下的多浮体水动力干扰作用明显,对浮体运动响应的影响不可忽略,且有效波高在小范围内变化时,平台间的相对运动幅值基本与其呈线性关系。 相似文献
5.
在工程设计中，通常采用模块化方式制造超大型浮式结构物，将巨大的单体结构分割成多个较小模块，后期通过合适的连接器拼装形成。为了明确多模块超大浮体在波浪作用下的水弹性响应，以两个相邻层合浮体（高刚度面板和低密度芯材）为研究对象，建立波浪作用下铰接层合浮体水弹性响应的高阶势流模型。采用匹配特征函数展开法求解流体运动的速度势，探讨了铰接处弹簧刚度对浮体的反射系数、透射系数、挠度、弯矩和剪力的影响规律。研究结果表明：迎浪侧浮体的存在可以有效降低背浪侧浮体的挠度、弯矩和剪力幅值；与垂直弹簧相比，扭转弹簧刚度的增加可以更加有效抑制铰接层合浮体的水弹性响应；当扭转弹簧刚度大于一定值时，继续增大弹簧刚度对浮体的动力响应不产生影响。 相似文献
6.
海上浮体动力定位外力计算 总被引：5，自引：1，他引：4
动力定位系统（dynamic positioning system）是一种闭环自动控制系统,采用推力器来抵抗风、浪、流等作用在浮体上的境力,使其保持在所要求的位置上。船舶的风和流作用力由经验公式求得,波浪力主要考虑二阶漂移力,由三维势流理论的直接积分法求得。通过模拟仿真,表明其结果能够用于船舶动力定位系统研究。 相似文献
7.
8.
港口中系泊船在波浪作用下运动问题的本质是浅水波浪与浮体的相互作用。与深水情况不同,浅水问题应当考虑水底、水域边界的影响及浅水波浪自身的特性,单一模型很难实现该模拟过程。为此,建立了Boussinesq方程计算入射波和Laplace方程计算散射波的全时域组合计算模型。有限元法求解的Boussinesq方程能使入射波充分考虑到水底、水域边界的影响和浅水波浪的特性;散射波被线性化,采用边界元法求解,并以浮体运动时的物面条件为入射波和散射波求解的匹配条件。该方法为完全的时域方法,计算网格不随时间变动,计算过程较为方便。通过与实验及其他数值方法的结果进行比较,验证了本模型对非线性波面、浮体的运动都有比较理想的计算结果,显示了本模型对非线性问题具有较好的计算能力。 相似文献
9.
用半解析方法研究孤立的截断的浮式Spar平台主体的一阶绕射问题,在入射波浪周期为4～40 s的范围内分别得到迎浪0(°)和45(°)角时的纵荡激励力、垂荡激励力和纵摇激励力矩图,得到的数值计算结果与MOSES和WAMIT应用软件计算结果一致.所得计算结果,可应用于Spar平台的运动计算. 相似文献
10.
深水悬链锚泊线既为上部浮体运动提供恢复力,同时也提供阻尼力,其中阻尼力主要是由于上部浮体运动牵动悬链锚泊线局部振动和整体运动耗散能量而形成的拖曳粘性阻尼力.利用单根锚泊线由于上部浮体运动而吸收的能量来计算锚泊线的拖曳粘性阻尼.锚泊线和海床之间的接触作用基于刚性海床假定,利用Morrison公式计算锚泊线的惯性力和拖曳力荷载.用有限元方法进行非线性时域动力分析,分别计算静水条件和考虑流速分布两种工况下,上部浮体发生慢漂运动、波频运动以及两者组合运动时的锚泊线动力响应,比较不同工况下锚泊线的最大张力和粘性阻尼. 相似文献
11.
12.
The linear water wave scattering and radiation by an array of infinitely long horizontal circular cylinders in a two-layer fluid of infinite depth is investigated by use of the multipole expansion method. The diffracted and radiated potentials are expressed as a linear combination of infinite multipoles placed at the centre of each cylinder with unknown coefficients to be determined by the cylinder boundary conditions. Analytical expressions for wave forces, hydrodynamic coefficients, reflection and transmission coefficients and energies are derived. Comparisons are made between the present analytical results and those obtained by the boundary element method, and some examples are presented to illustrate the hydrodynamic behavior of multiple horizontal circular cylinders in a two-layer fluid. It is found that for two submerged circular cylinders the influence of the fluid density ratio on internal-mode wave forces is more appreciable than surface-mode wave forces, and the periodic oscillations of hydrodynamic results occur with the increase of the distance between two cylinders; for four submerged circular cylinders the influence of adding two cylinders on the wave forces of the former cylinders is small in low and high wave frequencies, but the influence is appreciable in intermediate wave frequencies. 相似文献
13.
Spectral analysis is used to determine the wave force characteristics on structures exposed to random waves. Considerable work has been carried out to determine the magnitude of random wave forces acting on a single cylinder, but little information is available in the case of a group of cylinders in random waves. Such situations arise when structures comprise multiple tubular members which are in close proximity, and wave forces cannot be calculated precisely by analytical methods due to complicated flow conditions past the group. Experimental studies are also required for proper understanding and analysis. An experimental scheme was carried out to study the wave force characteristics on a single cylinder and on a group of cylinders in response to two different wave spectra with the same significant wave height, and the results are compared. 相似文献
14.
15.
A theoretical assessment is made of mean wave drift forces on groups of vertical circular cylinders, such as the columns of a floating offshore platform. A complete analytical solution is obtained for two cylinders extending from seabed to free surface, and a long wave approximation is found to provide reliable predictions of the drift force in line with the waves at low frequencies. For moderate separation between the two cylinders, this force is found to tend at low frequencies to a value four times the force on an isolated cylinder.A numerical method is employed to study two surface piercing cylinders truncated below the free surface, and an arrangement of four vertical cylinders characteristic of a floating offshore platform. The mean vertical drift force is found to be reasonably well approximated, over the frequency range of practical interest, by the force on an individual cylinder considered in isolation multiplied by the number of cylinders in the group. Interaction effects, however, have a profound influence on the total horizontal drift force. At low frequencies this force is found to tend to the force on an isolated cylinder multiplied by the squate of the number of cylinders in the group. 相似文献
16.
A radiation and diffraction boundary value problem is investigated. It arises from the interaction of linear water waves with a freely floating rectangular structure in a semi-infinite fluid domain of finite water depth with the leeward boundary being a vertical wall. Analytical expressions for the radiated potentials and the diffracted potential are obtained by use of the method of separation of variables and the eigenfunction expansion method. The added masses and damping coefficients for the structure heaving, swaying and rolling in calm water are obtained by use of the corresponding radiated potentials and the wave excitation forces are calculated by use of the diffracted potential. To verify the correctness of the method, a boundary element method is used. A comparison of the analytical results with those obtained by the boundary element method is made and good agreement is achieved, which shows that the analytical expressions for the radiated and diffracted potentials are correct. By use of the present analytical solution, the added mass, damping coefficients, wave excitation force, together with the hydrodynamic effects of the draft, width of the structure and the clearance between the structure and the sidewall are also investigated. 相似文献
17.
In this paper, the principle of mirror image is used to transform the problem of wave diffraction from a circular cylinder in front of orthogonal vertical walls into the problem of diffraction of four symmetric incident waves from four symmetrically arranged circular cylinders, and then the eigenfunction expansion of velocity potential and Grafs addition theorem are used to give the analytical solution to the wave diffraction problem. The relation of the total wave force on cylinder to the distance between the cylinder and orthogonal vertical walls and the incidence angle of wave is also studied by numerical computation. 相似文献
18.
19.