共查询到20条相似文献,搜索用时 234 毫秒
1.
2.
有限长双层弹性圆柱壳体散射声场的计算可在一定程度上估算水下目标的声散射特性,对此进行研究具有显而易见的工程实用价值。目前,对水下弹性体的声散射问题已得到了广泛而深入的研究,但对有限长双层弹性圆柱壳的声散射讨论的较少。本文借鉴无限长弹性壳体散射声场的计算结果,采用变形柱计算方法,导出了平面声波垂直入射时水中有限长双层圆柱壳散射声压的简单而明显的表达式,并给出远场散射形态函数,同时计算了远场平面声波在0~180°范围内入射到有限长双层弹性圆柱壳体的目标强度值。说明内外壳体散射声场形态函数的迭加在一定程度上可实现对双层弹性壳体散射声场的近似表达,同时双层壳体散射声场的形态函数声频特征较单层壳体的声频特征丰富等有意义的计算结果,为缩比模型的设计、建造等提供了基础判据。 相似文献
3.
充液圆柱壳的动态特性研究 总被引:1,自引:0,他引:1
基于经典的Flugge弹性薄壳理论和Helmholz波动方程,研究了充液圆柱壳的频散特性以及相速度和群速度特性,利用数值方法求得了特征方程的实数、虚数和复数根,并分别揭示了它们的物理含义,分析了内流场对于壳体动态特性的影响,给出了壳体中功率流和流体载荷的变化情况,从能量角度研究了充液圆柱壳的动态特性.研究表明,传播波的数量随激励频率的增加而增加,这些传播波的起始频率都是某一支近场波的截止频率.对于某一个固定的频率,存在有限数量的传播波和无限多的近场波.当n=0时,传播波是由弯曲波和纵向拉伸波构成的,并且Kelvin-Kirchhoff剪力的功率和弯矩的功率是相等的. 相似文献
4.
5.
考虑航速及自由液面影响的声介质中三维结构水弹性力学研究 总被引:2,自引:0,他引:2
基于Wu建立的带航速三维水弹性理论,采用考虑自由液面效应的理想可压流体Green函数,提出了带航速和考虑自由液面的声介质中三维水弹性结构声辐射计算方法.对THAFTS三维水弹性计算程序进行修改,得到声介质中三维水弹性计算程序.针对无限大流体中的静态弹性球壳结构声辐射模型进行一系列数值计算,通过与解析结果的比较,验证了该计算方法和计算程序的正确性.进一步计算不同潜深、不同航速下弹性球壳的结构声辐射,以此为基础对该计算方法和计算程序进行进一步考核,同时分析了航速和自由液面对水下结构声辐射的影响. 相似文献
6.
给出了掩埋弹性物体的声散射理论模型,然后对弹性球壳声散射进行了数值计算,并将计算结果与自由声场中所得到的结果进行了比较分析。结果表明,掩埋目标尽管受目标临近界面、海底衰减和海底物质负载的影响,一定条件下,掩埋在海底中的弹性目标仍然像在水中一样表现出共振散射行为,后散射信号中同样包含有利于目标识别的弹性信息。 相似文献
7.
8.
9.
基于耦合声学边界元理论对水下目标低频声散射特性进行仿真研究。为了验证此数值方法准确性,对水中弹性球壳在平面波入射下的反向散射特性进行数值计算。结果表明,散射声场的数值计算结果和解析解较好吻合。在此基础上,本文探究刚性BeTSSi-Sub[1]和弹性BeTSSi-Sub的全向散射特性,对比发现,刚性BeTSSi-Sub的目标强度大于弹性BeTSSi-Sub的目标强度。通过对形状不同弹性的BeTSSi-Sub的目标强度对比发现,在低频段潜艇上舵对潜艇目标强度的影响比上层建筑的影响大。 相似文献
10.
11.
12.
13.
圆弧型贯底式防波堤防浪效果的解析研究 总被引:1,自引:0,他引:1
给出了圆弧型贯底式防波堤防浪效果计算的解析方法.假定防波堤刚性、薄壁、不透浪,水深恒定.假想存在一个圆柱面,把流场划分为内外区域,在每个区域上将速度势用特征函数展开,然后在它们的公共边界上进行匹配,匹配的原则是公共边界上速度连续,压力连续,从而可得到关于未知系数的一组线性代数方程组,解出未知系数,即可求得流域中任意一点的速度势和波高.数值结果给出了不同入射波波长及防波堤所对不同圆心角时防波堤周围波幅的等高线图.结果表明:圆弧型贯底式防波堤具有很好的防浪效果,通常情况下,掩护区域内的波高仪为入射波波高的20%~50%,对于短波,甚至可降到10%. 相似文献
14.
《船舶与海洋工程学报》2019,(4)
Nowadays, an increasing number of ships and marine structures are manufactured and inevitably operated in rough sea. As a result, some phenomena related to the violent fluid-elastic structure interactions(e.g., hydrodynamic slamming on marine vessels, tsunami impact on onshore structures, and sloshing in liquid containers) have aroused huge challenges to ocean engineering fields. In this paper, the moving particle semi-implicit(MPS) method and finite element method(FEM) coupled method is proposed for use in numerical investigations of the interaction between a regular wave and a horizontal suspended structure. The fluid domain calculated by the MPS method is dispersed into fluid particles, and the structure domain solved by the FEM method is dispersed into beam elements. The generation of the 2D regular wave is firstly conducted, and convergence verification is performed to determine appropriate particle spacing for the simulation. Next, the regular wave interacting with a rigid structure is initially performed and verified through the comparison with the laboratory experiments. By verification, the MPS-FEM coupled method can be applied to fluid-structure interaction(FSI) problems with waves. On this basis, taking the flexibility of structure into consideration, the elastic dynamic response of the structure subjected to the wave slamming is investigated, including the evolutions of the free surface, the variation of the wave impact pressures, the velocity distribution,and the structural deformation response. By comparison with the rigid case, the effects of the structural flexibility on wave-elastic structure interaction can be obtained. 相似文献
15.
为研究舱壁布置形式对圆柱壳结构声学性能的影规律,文章应用有限元方法对等间距与不等间距分舱圆柱壳模型的振动响应进行了计算,以此为输入可计算获得壳体的均方法向速度级声学传递函数,并在典型频率处应用波数谱分析方法将壳体空间域振动场转换到波数域上,对壳体的振动进行波形分离与量化,分析获得了舱壁等间距布置与不等间距布置圆柱壳在典型激励下的结构声学性能,并解释其机理.研究表明:对垂向激励,圆柱壳不等间距分舱相比等间距分舱具有较好的结构声学性能,但对轴向激励,两者区别不明显.若将不等间距分舱与局部结构补强措施相结合,则可使得圆柱壳在两典型工况下均能获得更优的结构声学性能. 相似文献
16.
A hybrid boundary element method is suggested to solve the problem of the interaction of floating structures with both waves
and slow current. A pulsating source and its mirror image referring to the sea bottom are adopted as the Green's function.
The velocity potentials are expanded into an eigenfunction expansion in the outer region of the fluid domain while higher
order elements are used to discretize the boundary surface surrounding the inner region. The method is validated by comparing
calculated results for a circular cylinder with the semi-analytical solutions. The method is then applied to ellipsoids of
various breadth and draft to investigate the influence of body shape on the wave drift damping. 相似文献
17.
18.
Vilmar Fuchs Janto Gundlach Olaf Wünsch 《Journal of Marine Science and Technology》2013,18(3):276-293
Hydrodynamic impacts of free surface waves are a widely known issue in coastal and ship engineering. They can result in severe damage to important industry facilities (e.g. offshore wind turbines) or means of transport (e.g. oil tankers). This kinds of damage give rise to different difficulties due to economic losses and environmental pollution. On that account, the present paper deals with a special feature of a protective mechanism for offshore structures. We develop a numerical multiregional wave-structure impact model of a damping element prototype. The investigated prototype consists essentially of an elastic cover that is attached to the cylindrical mono-pile foundation at wave level. The chamber between the flexible structure and the mono-pile is filled with a liquid. A prototype of the damping element has been constructed as a mono-pile structure test object. In order to measure the hydrodynamic loads on the test object, we placed piezoelectric sensors on the stagnation points of the mono-pile. The multiregional simulation model created is able to imitate the wave impact and its consequences. These implications include the deformation and oscillation of the elastic shell, the resultant force affecting the pile and the dissipation power of the damping fluid. The dissipation power can be understood as the crucial factor preventing the shell from oscillating over long periods of time. It enables us to state the mechanical energy that is transfered due to the wave’s impact on the damping fluid region. 相似文献
19.
The second-order diffraction problem by a piston-like arrangement that consists of two concentric surface piercing cylinders is considered. The developed matched axisymmetric eigenfunction expansion solution methodology in cylindrical co-ordinates is based on the semi-analytical formulation of the velocity potentials in the various fluid regions which are defined by the geometry of the two-body arrangement. The main difficulty associated with the specific configuration originates from the fact that the geometry defines two fluid regions that extend up to the free surface in which the inhomogeneous second-order free surface boundary condition has to be fulfilled. To this end the associated velocity potentials in these regions are decomposed into a number of components defining the so-called ‘free’ and ‘locked’ waves. The latter are calculated by solving the resulting Sturm–Liouville problems. The seek second-order velocity potential in the whole fluid domain is then derived by enforcing matching conditions for the radial velocities and the fluid pressures at the cylindrical boundaries of adjacent fluid domains. Numerical results concerning the second-order hydrodynamic loading and the wave run-up on the cylinders are given, whereas special attention is given at incident wave frequency regions where the first-order exciting wave forces attain maximum values due to the resonant fluid motions in the moonpool. 相似文献