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在靠近海底井口位置,隔水管周围流场受井口系统的影响发生变化,流固耦合下涡激振动可能诱发隔水管在横流向(CF方向)更为剧烈的振动。为了研究受管土装置影响的隔水管涡激振动响应特性,使用自主设计的管土装置模拟海底井口,采用8 m柔性立管,进行了均匀流下单管和受管土装置影响的涡激振动对比试验。试验通过FBG光纤应变片测得应变信息,使用模态叠加法、FFT变换处理分析试验数据,对比分析2组隔水管的主导频率、应变时历与幅值谱、无因次振幅以及激励力系数等参数沿管径的分布情况。结果发现管土装置影响下,隔水管主导频率减小;CF方向涡激振动增大,振幅沿径向呈非对称特征;涡激振动振幅更大,隔水管受流场的激励与阻尼更为剧烈。 相似文献
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海洋立管涡激振动抑制装置模型试验研究 总被引:1,自引:1,他引:0
本文提出三种不同的涡激振动抑制装置设计方案:扰流纤维抑制装置、反向耦合单组双螺旋叶片式抑制装置以及反向耦合双组双螺旋叶片式抑制装置,分别对其进行试验研究,对比分析各模型的振动特性和抑制效果。实验结果表明:所设计的涡激振动抑制装置,均能在一定程度上降低立管的涡激振动响应。从抑制效果来看,对称来流情况下的双组双螺旋装置的效果最佳,其次为单组双螺旋装置和长扰流纤维装置,而短扰流纤维装置和非对称迎流情况下双组双螺旋装置的效果较差。对称来流和非对称迎流情况下的双组双螺旋装置是相同的,因此,采用双组双螺旋装置时,应根据海域的长期洋流方向,合理地布置该装置,使其最大限度地发挥抑制作用. 相似文献
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《船舶标准化工程师》2021,54(5)
为分析水下拖缆在一定流速下的振动响应,使用ANSYS Workbench平台并基于双向流固耦合计算方法构建三维水下拖缆涡激振动的数值仿真框架,并对1 kn均匀流速下的拖缆涡激振动响应进行数值模拟分析。仿真得到了拖曳力、升力,振幅以及位移轨迹变化结果,为进一步研究拖缆振动响应对水下探测系统的影响提供了一定研究基础。 相似文献
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文章采用计算流体力学(CFD)方法,结合SST k-棕湍流模型,对低质量比柱体进行两自由度涡激振动数值模拟,得到了柱体升力、曳力系数的时程曲线,并观察了柱体进入锁振状态的幅值变化,研究了不同截面形式柱体在外流速处于0.1-1.0 m/s范围内的振动响应。将圆柱体在不同流速下两向振动的CFD数值模拟与实验数据进行比较,得到了较为满意的结果。通过分析不同截面柱体在不同外流速下的振动幅值发现,带有抑振装置的柱体截面形式能够有效地减小涡激振动,其中,板状截面柱体抑振效果较好。 相似文献
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基于一种固体区域迭代算法的圆柱涡激振动数值计算 总被引:1,自引:0,他引:1
利用Fluent平台的用户自定义程序(UDF)以及动网格模型,实现了圆柱运动方程的一种迭代求解算法,分别对层流、湍流状态下,弹性支承圆柱体在一定约化速度下的涡激响应进行了数值模拟,探讨了不同阻尼比对涡激响应的影响。结果表明:采用该迭代求解算法对弹性支承圆柱涡激振动的预测结果较为合理;随着阻尼比的逐渐增加,初始支振幅、升阻力系数时程曲线将由多频率拍振,最终变为单一频率主导的振动,且涡激振幅逐渐减小;除了质量-阻尼比联合参数m*ζ外,阻尼比ζ本身也应作为一个重要的涡激影响参数单独进行考量。 相似文献
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This study performed experimental investigation on the dynamic response of an in-place floating offshore wind turbine (FOWT) under freak wave actions. Based on the method of wave profile modulation, various freak wave profiles embedded in unidirectional Gaussian seas were generated in wave basin and the action of these waves on the FOWT was measured and analyzed, which has not been done before. The motions of FOWT were analyzed in time domain as well as time-frequency domain. The effect of freak wave parameters on FOWT motions was addressed, i.e., freak wave height, freak wave period, large crest, and deep trough. The dynamic response of FOWT was observed as a spike at the occurrence of freak wave in a conventional random wave, where the impact of freak wave can last for 17 spectral peak periods of wave. Data analysis shows that the motions of FOWT increased linearly with the freak wave height. In addition, the occurrence of freak wave induced the coupled effect on surge and pith, which was strengthen with the increase of freak wave height and wave period. Compared to a large crest, a deep trough of freak wave led to stronger motions and was supposed to be a key concern on the safety of the FOWT. The novel findings in this study provided a reference for the design of survival load on a FOWT and benchmarks for validating numerical models. 相似文献
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Makoto Sueyoshi Masashi Kashiwagi Shigeru Naito 《Journal of Marine Science and Technology》2008,13(2):85-94
The moving particle semi-implicit (MPS) method was applied to compute nonlinear motions of a floating body influenced by the
water on deck. To compute the motions of a rigid body, the fluid pressure at the position of each particle on the body surface
was directly integrated in space and the equations of translational and rotational motions were integrated in time to determine
the correct position of the rigid-body surface at each time step of the time-domain calculation. The performance of this method
was validated through a comparison with measured results in an experiment that was newly conducted using a model of a box-shaped
floating body with a small freeboard. Although the overall agreement was good, some discrepancies were observed for a shorter
wave period, especially for the drift motion in sway. The effect of numerical resolution on the results was checked by changing
the number of particles. With a higher number of particles, no obvious improvement was seen in the global body motions, but
the resolution of the local free-surface profile, including the water on deck, was improved. 相似文献
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An LES simulation of flow over an accumulator unit of an underwater compressed air energy storage facility was conducted. The accumulator unit consists of three touching underwater balloons arranged in a floral configuration. The structure of the flow was examined via three dimensional iso surfaces of the Q criterion. Vortical cores were observed on the leeward surface of the balloons. The swirling tube flows generated by these vortical cores were depicted through three dimensional path lines. The flow dynamics were visualized via time series snapshots of two dimensional vorticity contours perpendicular to the flow direction; revealing the turbulent swinging motions of the aforementioned shedding-swirling tube flows. The time history of the hydrodynamic loading was presented in terms of lift and drag coefficients. Drag coefficient of each individual balloon in the floral configuration was smaller than that of a single balloon. It was found that the total drag coefficient of the floral unit of three touching balloons, i.e. summation of the drag coefficients of the balloons, is not too much larger than that of a single balloon whereas it provides three times the storage capacity. In addition to its practical significance in designing appropriate foundation and supports, the instantaneous hydrodynamic loading was used to determine the frequency of the turbulent swirling-swinging motions of the shedding vortex tubes; the Strouhal number was found to be larger than that of a single sphere at the same Reynolds number. 相似文献
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In order to develop design and operational criteria to be used at the International Maritime Organization (IMO), critical
conditions for broaching are explored in the light of bifurcation analysis. Since surf-riding, which is a prerequisite to
broaching, can be regarded as a heteroclinic bifurcation, one of global bifurcations, of a surge-sway-yaw-roll model in quartering
waves, the relevant bifurcation condition is formulated with a rigorous mathematical background. Then an efficient numerical
solution procedure suitable for tracing the surf-riding threshold hypersurface is presented with successful examples. This
deals with all state and control variables in parallel, and excludes backward time integration and an orthogonal condition
in the iteration process. The bifurcation conditions identified were compared with the results from a direct numerical simulation
in the time domain. As a result, it was confirmed that the heteroclinic bifurcation provides a boundary between motions periodically
overtaken by waves and nonperiodic motions such as surf-riding and broaching. 相似文献
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An efficient method for calculation of the slamming pressures on ship hulls in irregular waves is presented and validated
for a 290-m cruise ship. Nonlinear strip theory was used to calculate the ship–wave relative motions. The relative vertical
and roll velocities for a slamming event were input to the slamming calculation program, which used a two-dimensional boundary
element method (BEM) based on the generalized 2D Wagner formulation presented by Zhao et al. To improve the calculation efficiency,
the method was divided into two separate steps. In the first step, the velocity potentials were calculated for unit relative
velocities between the section and the water. In the next step, these precalculated velocity potentials were used together
with the real relative velocities experienced in a seaway to calculate the slamming pressure and total slamming force on the
section. This saved considerable computer time for slamming calculations in irregular waves, without significant loss of accuracy.
The calculated slamming pressures on the bow flare of the cruise ship agreed quite well with the measured values, at least
for time windows in which the calculated and experimental ship motions agreed well. A simplified method for calculation of
the instantaneous peak pressure on each ship section in irregular waves is also presented. The method was used to identify
slamming events to be analyzed with the more refined 2D BEM method, but comparisons with measured values indicate that the
method may also be used for a quick quantitative assessment of the maximum slamming pressures. 相似文献
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A finite volume algorithm was established in order to investigate two-dimensional hydrodynamic problems. These include viscous
free surface flow interaction with free rigid bodies in the case of large and/or relative motions. Two-phase flow with complex
deformations at the interface was simulated using a fractional step-volume of fluid algorithm. In addition, body motions were
captured by an overlapping mesh system. Here, flow variables are transferred using a simple fully implicit non-conservative
interpolation scheme which maintains the second-order accuracy of implemented spatial discretisation. Code was developed and
an appropriate set of problems investigated. Results show good potential for development of a virtual hydrodynamics laboratory. 相似文献
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Hydrodynamics of a body floating in a two-layer fluid of finite depth. Part 2. Diffraction problem and wave-induced motions 总被引:1,自引:0,他引:1
Masashi Kashiwagi Igor Ten Makoto Yasunaga 《Journal of Marine Science and Technology》2006,11(3):150-164
A linearized two-dimensional diffraction problem in a two-layer fluid of finite depth was solved for a general floating body
and relevant wave-induced motions were studied. In a two-layer fluid, for a prescribed frequency, incident waves propagate
with two different wave modes. Thus the wave-exciting forces and resulting motions must be computed separately for each mode
of the incident wave. The boundary integral equation method developed by the authors in the Part-1 article was applied to
directly obtain the diffraction potential (pressure) on the body surface. With the computed results, an investigation was
carried out on the effects of the fluid density ratio and the interface position on the wave-exciting forces on the body and
the motions of the body, including the case in which the body intersects the interface. By a systematic derivation using Green's
theorem, all the possible reciprocity relations were derived theoretically in explicit forms for a system of finite depth;
these relations were confirmed to be satisfied numerically with very good accuracy. Experiments were also carried out using
water and isoparaffin oil as the two fluids and a Lewis-form body. Measured results for the sway- and heave-exciting forces
and the heave motion were compared with the computed results, and a favorable agreement was found. 相似文献
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船舶内共振动力学行为的研究 总被引:5,自引:0,他引:5
本文考虑船舶横摇与纵摇的非线性耦合运动,采用摄动分析及数值计算方法,研究了船舶存在内共振时的非线性动力学行为。研究表明,船舶非线性运动的重要特征是响应不对称、调幅调相及饱和等现象,为揭示船舶在高海情下的倾覆机理奠定了基础。 相似文献
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Grounding experiments on soft bottoms 总被引:3,自引:0,他引:3
To verify a theoretical analysis procedure for calculation of the hull girder response of ships running aground, a series
of large-scale ship grounding experiments was performed on an artificial island made of engineered fill. The tests were conducted
by running a condemned fishing vessel up on selected beaches of the island with velocities ranging between 2m/s and 5.5m/s.
During the tests, surge, heave, and pitch accelerations were measured and also the deformations of the beach and the ship
bow. Based on these accelerations, rigid body velocities and motions were determined. The forces arising from the interaction
between the bow of the vessel and the seabed were determined by solving the equations of motions. This article describes the
analysis of the measured results and a comparison of the results from the full-scale measurements with results from a recently
developed analysis procedure for grounding on soft bottoms.
Presented at the International Conference on Technology for Marine Environment Preservation (MARIENV '95), Tokyo, Japan, September
24–29, 1995. 相似文献