深海浮球内部气压对水下内爆波的抑制机理

深海潜器常携带中空浮球来为其提供浮力。陶瓷因其高强度、低密度等优点成为浮球的理想材料。然而,中空结构在外部高压环境下易发生内爆,产生的内爆波会对周围结构产生毁灭性损害。为了探索浮球内部初始气压对内爆波的影响,首先,利用气泡动力学对其不考虑球壳影响时进行理论分析,得到内爆波压力脉冲沿径向以指数?1 衰减,并指出其物理意义和隐含假设,进而从能量分析得到增加内压使压缩空气消耗的能量增加,从而减弱释放到水中的压力波能量;其次,采用三相流固耦合有限元模型进行计算,考虑水的可压缩性和球壳因挤压引起的脆性破裂的影响,得到更为接近实际的内爆压力的分布。由于两侧挤压球壳,外部的水在不断扩大的缺口处产生向内的射流,造成内部气体非球形塌缩,后续压力波呈现出与球壳碎裂方式有关的方向性差异。通过有限元模型对内部初始气压的研究表明,增加初始内部气体压力到 1 MPa 时,压力脉冲在球壳表面处下降了 15. 6%~24. 8%。这一结果表明,在几乎不增加浮球质量的条件下,增加内部初始气压具有很好地抑制近端内爆波强度的效果。     

Numerical Analysis of Factors Influencing Implosion

-By using gas-liquid two-phase flow theory, a modified mathematical model based on the computational fluid dynamics method SIMPLE (Semi-Implicit Method for Pressure-Linked Equations) is introduced to investigate implosion phenomena in high pressure chambers systematically. A theoretical simulation-prediction method, which is independent of experimental data, is developed in the paper and great improvement has been made on the topic. In the paper, various implosion situations have been simulated and predicted. Effects of a series of factors influencing implosion results and methods of reducing implosion danger have been analysed. The analysis results are of importance to underwater engineering practice.     

影响内破裂因素的数值分析研究

根据气－液两相流理论，引入并改进了计算流体动力学方法（ＳＩＭＰＬＥ），对压力筒内的内破裂现象进行了系统的研究，本研究发展了一套不依赖于试验结果的预报方法，较之以前的理论研究结果有了长足的进展，所采用的模型与假设能用于多种内破状况的模拟与预报。本文对多种状态的内破裂进行了数值预报，对于一系列影响内破裂的因素及降低内破裂危险性的方法进行了分析研究，分析结果对海洋水下工程实践有重要意义。     

Fluid—Structure Interaction Analysis of Flexible Plate with Partitioned Coupling Method

The development and rapid usage of numerical codes for fluid-structure interaction(FSI) problems are of great relevance to researchers in many engineering fields such as civil engineering and ocean engineering. This multidisciplinary field known as FSI has been expanded to engineering fields such as offshore structures, tall slender structures and other flexible structures applications. The motivation of this paper is to investigate the numerical model of two-way coupling FSI partitioned flexible plate structure under fluid flow. The adopted partitioned method and approach utilized the advantage of the existing numerical algorithms in solving the two-way coupling fluid and structural interactions. The flexible plate was subjected to a fluid flow which causes large deformation on the fluid domain from the oscillation of the flexible plate. Both fluid and flexible plate are subjected to the interaction of load transfer within two physics by using the strong and weak coupling methods of MFS and Load Transfer Physics Environment, respectively. The oscillation and deformation results have been validated which demonstrate the reliability of both strong and weak method in resolving the two-way coupling problem in contribution of knowledge to the feasibility field study of ocean engineering and civil engineering.     

Dynamic Plastic Response of Circular Plates Resting on Fluid with Finite Deformation

This paper concerns the dynamic plastic response of a circular plate resting on fluid subjectedto a uniformly distributed rectangular load pulse with finite deformation.It is assumed that the fluid isincompressible and inviscous,and the plate is made of rigid-plastic material and simply supported along itsedge.By using the method of the Hankel integral transformation,the nonuniform fluid resistance is de-rived as the plate and the fluid is coupled.Finally,an analytic solution for a circular plate under a mediumload is obtained according to the equations of motion of the plate with finite deformation.     

Multi-resolution MPS for incompressible fluid-elastic structure interactions in ocean engineering

The paper presents a multi-resolution MPS (Moving Particle Semi-implicit)-based FSI (Fluid-Structure Interaction) solver for efficient and accurate simulations of incompressible fluid flows interacting with elastic structures. The fluid model is founded on the projection-based MPS solution of continuity and Navier-Stokes equations. The structure model is set based on MPS-based discretization of linear and angular momenta corresponding to an isotropic elastic solid. Fluid-structure coupling is conducted in a mathematically-physically consistent manner along with implementation of a multi-resolution scheme comprising of common radius of influence, revised weight function, revised number density and potential number density concepts to enhance i) consistency of particle-based discretizations, ii) imposition of boundary conditions and iii) volume conservation at fluid-structure interface. A set of previously developed enhanced schemes are also adopted for the fluid model. The robustness and efficiency of proposed Enhanced Multi-resolution MPS-MPS FSI solver are investigated through a set of ocean engineering-related benchmark tests. To the best knowledge of authors, this study presents the first multi-resolution particle method for FSI corresponding to incompressible fluid and elastic structures.     

万米级深海陶瓷耐压结构水下内爆流场数值模拟

耐压结构是深海潜器的重要组成部分,但在深海的高压环境中却存在内爆的风险。为研究陶瓷耐压结构水下内爆的流场特性,使用针对可压缩多相流问题开发的开源代码,采用直接数值模拟,应用自适应直角网格,对两种压力条件下的耐压结构水下内爆进行了数值模拟。通过低压模拟结果与理论解和试验值比较,验证了模拟方法的有效性,进而开展万米级深海陶瓷耐压结构水下内爆模拟。分析发现：陶瓷耐压结构发生内爆后,其内部气腔存在多次压缩—反弹现象,深海环境压力越大则反弹越不明显;气腔反弹阶段,在结构外部将产生数倍于深海环境压力的冲击波,且传播速度接近声速;冲击波压力峰值与到球心距离呈负指数幂函数关系;在相同深海环境压力下,耐压结构外部监测点的冲击波压力与球体半径呈正比例关系。     

PARTITION OF ENERGY FLUX OF PROGRESSIVE WAVES IN WATER OF ARBITRARY UNIFORM DEPTH

The mean energy flux of progressive gravity waves of finite amplitude in water of arbitrary uniform depth is accurately partitioned by a relative simple method. It is comfirmed by calculation of the mean energy flux that the energy flux is chiefly due to the work done by the pressure forces of fluid. However, sometimes the energy fluxes caused by the kinetic energy and potential energy also possess fair percentage, and in the extreme case they may reach about 30% of the total energy flux. In this paper the error due to the commonly used small-amplitude theory being applied to the calculation of the energy flux is discussed in detail. In addition, the method of the energy flux partition is applicable to the cases of both finite and infinite water depth, and it is far more simple and direct than the method used by Starr and Platzman.     

Dynamic Analysis of A 5-MW Tripod Offshore Wind Turbine by Considering Fluid–Structure Interaction

Fixed offshore wind turbines usually have large underwater supporting structures. The fluid influences the dynamic characteristics of the structure system. The dynamic model of a 5-MW tripod offshore wind turbine considering the pile–soil system and fluid structure interaction (FSI) is established, and the structural modes in air and in water are obtained by use of ANSYS. By comparing low-order natural frequencies and mode shapes, the influence of sea water on the free vibration characteristics of offshore wind turbine is analyzed. On basis of the above work, seismic responses under excitation by El-Centro waves are calculated by the time-history analysis method. The results reveal that the dynamic responses such as the lateral displacement of the foundation and the section bending moment of the tubular piles increase substantially under the influence of the added-mass and hydrodynamic pressure of sea water. The method and conclusions presented in this paper can provide a theoretical reference for structure design and analysis of offshore wind turbines fixed in deep seawater.     

Dynamic Analysis of A 5-MW Tripod Offshore Wind Turbine by Considering Fluid–Structure Interaction

Fixed offshore wind turbines usually have large underwater supporting structures.The fluid influences the dynamic characteristics of the structure system.The dynamic model of a 5-MW tripod offshore wind turbine considering the pile–soil system and fluid structure interaction(FSI) is established,and the structural modes in air and in water are obtained by use of ANSYS.By comparing low-order natural frequencies and mode shapes,the influence of sea water on the free vibration characteristics of offshore wind turbine is analyzed.On basis of the above work,seismic responses under excitation by El-Centro waves are calculated by the time-history analysis method.The results reveal that the dynamic responses such as the lateral displacement of the foundation and the section bending moment of the tubular piles increase substantially under the influence of the added-mass and hydrodynamic pressure of sea water.The method and conclusions presented in this paper can provide a theoretical reference for structure design and analysis of offshore wind turbines fixed in deep seawater.     

Water entry of flexible wedges: Some issues on the FSI phenomena

Deformable bodies entering the water can face unexpected fluid–structure interaction (FSI) phenomena introduced by the mutual interaction between the fluid motion and the structural deformations. This brief communication presents some preliminary results on the FSI phenomena involved with the water entry of deformable wedges. Wedges with various deadrise angle and flexibility impact the water at different velocities. Two different kinds of FSI are found: (i) a repetition of impacts and separations in the fluid jet and (ii) a tendency to cavitation in the underwater fluid–structure interface. These experimental findings are important since large deformations are found to introduce clearly visible FSI phenomena commonly neglected or ignored, but crucial to correctly predict the hydrodynamic load.     

旋转式压力交换器流体能量损失研究

为探究旋转式压力交换器运行过程中流体能量损失规律,以外驱式旋转压力交换器为研究对象,采用数值模拟方法对模型的湍流耗散率进行模拟研究。研究结果表明,转子在低压区转动时,海水侧流体能量损失先降低后升高,浓盐水侧逐渐降低;转入低压密封区,流体能量损失集中在海水侧,范围逐渐向浓盐水侧扩散;进入高压区后,海水侧流体能量损失逐渐下降,浓盐水侧逐渐升高;转子在高压密封区运行时,流体能量损失集中于浓盐水侧,能量损失范围向海水侧扩散。研究结果对旋转式压力交换器结构优化具有一定指导意义。     

BZ13-1油田井壁稳定性研究及应用

位于渤海中部海域的BZ13-1油田在前期钻井中存在溢流、井漏、阻卡等较多复杂问题,制约了钻井速度。井壁稳定的力学分析方法主要利用钻井资料、测井资料、录井资料等,分析地层压力、地应力、地层强度参数的分布规律,结合岩体强度准则计算坍塌压力与破裂压力,得出钻井安全密度窗口。通过对BZ13-1油田井壁稳定性进行分析,得出了高压层、易漏失层、易坍塌层位置,并据此对开发井进行井身结构设计,分析结果在开发井钻井中取得了良好的应用效果,有效减少了钻井复杂问题。     

Sedimentary fluids/fault interaction during syn-rift burial of the Lodève Permian Basin (Hérault,France): An example of seismic-valve mechanism in active extensional faults

During basin burial, interstitial fluids initially trapped within the sedimentary pile easily move under thermal and pressure gradients. As the main mechanism is linked to fluid overpressure, such fluids play a significant role on frictional mechanics for fault reactivation and sediment deformation.The Lodève Permian Basin (Hérault, France) is an exhumed half-graben with exceptional outcrop conditions providing access to barite-sulfide mineralized systems and hydrocarbon trapped into syn-rift roll-over faults. Architectural studies show a cyclic infilling of fault zone and associated bedding-parallel veins according to three main fluid events during dextral/normal faulting. Contrasting fluid entrapment conditions are deduced from textural analysis, fluid inclusion microthermometry and sulfur isotope geothermometer. We conclude that a polyphase history of trapping occurred during Permian syn-rift formation of the basin.The first stage is characterized by an implosion breccia cemented by silicifications and barite during an abrupt pressure drop within fault zone. This mechanism is linked to the dextral strike-slip motion on faults and leads to a first sealing of the fault zone by basinal fluid mineralization.The second stage consists of a succession of barite ribbons precipitated under overpressure fluctuations, derived from fault-valve action. This corresponds to periodic reactivations of fault planes and bedding-controlled opening localized at sulphide-rich micro-shearing structures showing a normal movement. This process formed the main mineralized ore bodies by the single action of fluid overpressure fluctuations undergoing changes in local stress distribution.The last stage is associated with the formation of dextral strike-slip pull-apart infilled by large barite and contemporaneous hydrocarbons under suprahydrostatic pressure values. This final tectonic activation of fault is linked to late basinal fluids and hydrocarbon migration during which shear stress restoration on the fault plane is faster than fluid pressure build-up.This integrated study shows the interplay action between tectonic stress and fluid overpressure in fault reactivation during basin burial that clearly impact potential economic reservoirs.     

Propulsive efficiency and structural response of a sandwich composite propeller

Studying the sandwich composite propeller (SCMP) is of great significance since the sandwich structure is lightweight and possesses high strength. This study proposes and verifies a fluid–structure interaction (FSI) method for a 3D underwater sandwich composite structure to calculate the performance of the propeller. The Reynolds-averaged Navier–Stokes formula-based computational fluid dynamics is adopted to solve for propeller loads, whereas the finite element method (FEM) is applied to solve for propeller deformations. ANSYS Workbench’s system coupling is utilized to deliver the loads and deformations in the FSI. The paper also compares the propulsive performance and structural response of the SCMP and conventional composite propeller (CMP). The impact of the structural form and core material on the SCMP is explored. The results show that the weight reduction effect of the SCMP is better than that of the CMP, the propulsive efficiency of the SCMP is higher at low advance coefficients and lower at high advance coefficients, and the maximum pitch angles of the SCMP decrease at all conditions, unlike the case for the CMP. Moreover, the thinner the facing of the SCMP, the greater the influence of the higher twist–deformation ratio of the resulting structural form on the intrinsic frequency.     

氮化硅陶瓷空心浮力球在内爆临界状态下的失效分析

氮化硅陶瓷具有密度小强度高的优点,在深潜浮力设备领域具有广阔发展前景。然而陶瓷材料固有的脆性以及万米深海严苛的工作环境,使得氮化硅陶瓷空心浮力球在深水环境下面临着内爆的风险。为探究氮化硅陶瓷空心浮力球在内爆临界状态下的失效问题,设计并进行了三点弯曲试验,确定了氮化硅陶瓷材料的力学性能参数,包括弹性模量和破坏应力;随后对氮化硅陶瓷空心浮力球内爆试验的过程及结果进行了回顾总结;基于标准球壳模型与浮力球实物的CT扫描几何模型,对浮力球在内爆临界状态的失效过程进行了有限元仿真分析。结果表明：氮化硅陶瓷空心浮力球的性能存在一定不稳定性;结构内表面局部过大的拉应力是造成失效的主要原因,对内表面进行预加压处理或能提高其抗内爆性能。     

含腐蚀缺陷高强钢厚壁管道压溃压力预测方法

腐蚀是管道常见的缺陷形式之一,会极大降低管道的压溃压力,同时深海环境下高静水外压易引发管道压溃失效,威胁管道的安全运行,因此准确预测管道压溃压力显得尤为重要。采用数值模拟方法研究了含腐蚀缺陷的高强钢厚壁管道压溃失效模式,分析了管材、管道径厚比、腐蚀深度、长度和宽度等参数对高强钢厚壁管道压溃压力的影响规律。分析结果表明:管道径厚比愈大,对厚壁管道的承压能力提升愈显著;腐蚀缺陷的存在对管道压溃压力具有减小作用;随着管道材料等级的提升,压溃压力有明显提高。提出了相应的压溃压力预测公式,为厚壁管道完整性评价提供了参考依据。     

Numerical Analysis of the Behavior of A New Aeronautical Alloy (Ti555-03) Under the Effect of A High-Speed Water Jet

In this paper, we present a numerical simulation of a water jet impacting a new aeronautical material Ti555-03 plate.The Computational Fluid Dynamics(CFD) behavior of the jet is investigated using a FV(Finite Volume) method.The Fluid–Structure Interaction(FSI) is studied using a coupled SPH(Smoothed Particle Hydrodynamics)-FE(Finite Element) method. The jets hit the metal sheet with an initial velocity 500 m/s. Two configurations which differ from each other by the position(angle of inclination) of the plate relatively to the axis of revolution of the jet inlet are investigated in this study. The objective of this study is to predict the impact of the fluid produced at high pressure and high speed especially at the first moment of impact. Numerical simulations are carried out under ABAQUS. We have shown in this study that the inclination of the titanium alloy plate by 45° stimulates the phenomenon of recirculation of water. This affects the velocity profile, turbulence and boundary layers in the impact zone. The stagnation zone and the phenomenon of water recirculation are strongly influenced by the slope of the plate which gives a pressure gradient and displacement very important between the two configurations. Fluctuations of physical variables(displacement and pressure) prove the need for a noise and vibratory study. These predictions will subsequently be used for the modeling of the problem of an orthogonal cut in a high-speed machining process assisted by high-pressure water jet.     

A numerical study of swash flows generated by bores

The dynamic processes of bore propagation over a uniform slope are studied numerically using a 2-D Reynolds Averaged Navier–Stokes (RANS) solver, coupled to a non-linear k − ε turbulence closure and a volume of fluid (VOF) method. The dam-break mechanism is used to generate bores in a constant depth region. Present numerical results for the ensemble-averaged flow field are compared with existing experimental data as well as theoretical and numerical results based on non-linear shallow water (NSW) equations. Reasonable agreement between the present numerical solutions and experimental data is observed. Using the numerical results, small-scale bore behaviors and flow features, such as the bore collapse process near the still-water shoreline, the ‘mini-collapse’ during the runup phase and the ‘back-wash bore’ in the down-rush phase, are described. In the case of a strong bore, the evolution of the averaged turbulence kinetic energy (TKE) over the swash zone consists of two phases: in the region near the still-water shoreline, the production and the dissipation of TKE are roughly in balance; in the region farther landwards of the still-water shoreline, the TKE decay rate is very close to that of homogeneous grid turbulence. On the other hand, in the case of a weak bore, the bore collapse generated turbulence is confined near the bottom boundary layer and the TKE decays at a much slower rate.     

基于潮流能直驱式海水淡化系统的建模与仿真

提出使用捕能系统捕获潮流能带动低压海水泵把低压海水转换为高压海水进行海水淡化,并对海水淡化过程中的浓海水进行能量回收。潮流能海水淡化关键在于提高效率和进入海水淡化系统时的海水压力的稳定。潮流能海水淡化系统采用直驱方式和能量回收系统提高了潮流能转换效率,而且系统中的高、低压蓄能器对海水淡化过程中海水压力起着稳定的作用。基于线性流体力学理论,推导出潮流能直驱式海水淡化系统的数学模型,模型考虑了水液压系统内部件的滑动摩擦力和泄露量。并对数学模型在系统压力、产水量和产水比能耗等方面进行仿真。仿真结果达到系统压力稳定、产水比能耗低。