共查询到17条相似文献,搜索用时 265 毫秒
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涡激振动响应预报对于深水海洋结构物的设计是非常重要的。近年来,基于圆柱体的受迫振荡实验数据提出了若干经验模型。针对潘志远提出的一种基于实验数据并且与立管的有限元模态分析有机结合的VIV预报模型,采用近期的一个阶梯状分布来流下的涡激振动响应实验测量数据,验证了该模型的有效性和局限性。 相似文献
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在顶部浮体的带动下,悬链线立管的动力响应会诱发其周围产生相对来流,而这种振荡来流将激励立管悬垂段产生“间歇性”的涡激振动。文章在海洋工程水池中对不同最大约化速度URmax、KC数组合下的振荡来流作用下的柔性立管开展模型试验研究,利用光纤应变片测量模型的涡激振动响应。结合模态分析与小波变换对试验数据进行分析,讨论并总结了最大约化速度URmax以及KC数对涡激振动位移幅值响应特性的影响规律。文中进一步分析发现振荡来流下的涡激振动响应还存在“迟滞”及“高阶谐频”现象。 相似文献
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细长海洋结构物涡激振动研究综述 总被引:5,自引:0,他引:5
随着世界范围内深海石油开采的需要,近年来关于海洋结构物涡激振动的研究越来越受到重视.虽然此问题在数值模拟和实验方面都已取得了一定的进展,但是还有许多问题尚待解决.同时,新型海洋结构物的引入给涡激振动的预报方法和抑振手段提出了新的挑战.因此,细长海洋结构物的涡激振动仍将是未来几年里备受关注的研究课题.本文在介绍有关涡激振动基本概念和理论背景的基础上,总结了近年来关于以深水立管为代表的海洋结构物涡激振动的研究与进展,包括对现有涡激振动分析工具的分类与评估;对柱体及海洋结构物涡激振动的实验研究;对深水立管与涡激振动相关的疲劳评估准则的研究;海洋结构物的横向、流向及轴向涡激振动的耦合作用研究;关于海洋结构物涡激振动的抑振措施和设备的理论及实验研究.本文着重介绍了计算流体力学方法在海洋结构物涡激振动研究中的应用和进展.最后,对海洋结构物涡激振动相关的研究热点的现状进行了总结并对今后工作提出了展望. 相似文献
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《江苏科技大学学报(社会科学版)》2017,(5)
涡激振动是深海立管结构设计的关键,基于开源Open FOAM平台自主开发出细长柔性立管涡激振动流固耦合的求解器viv-FOAM-SJTU.以标准算例为基础,研究在阶梯状来流作用下,不同来流流速对细长柔性立管涡激振动的影响.数值模拟的立管长细比L/D=469,质量比为3.0,立管的下端45%的长度被置于均匀来流中,剩余部分被置于静水中.考察的均匀来流的有3种,分别为U=0.2、0.4、0.6 m/s,其中流速为0.6 m/s的情况与Francisco的标准实验一致.数值计算结构显示流速的变化会导致立管的泻涡频率发生变化,进而影响立管的振动频率,流速越高立管振动模态也越高. 相似文献
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K.Vikestad文章中预报出的立管疲劳寿命特别长,经过仔细校核发现作者用于计算的弹性模量与试验值不同.是否这一错误会导致疲劳寿命的重要差别,本文对这一问题做了进一步研究.本文采用了与上述文章中类似的方法来重新计算立管的涡激振动疲劳损伤.利用作者所在课题组开发的涡激振动预报程序来确定立管动力响应,并假设涡激振动引起的长期应力范围分布是Rayleigh分布,运用Palmgren-Miner线性累积损伤准则来预报海洋立管涡激振动疲劳损伤.和依据试验测量数据计算得到的疲劳损伤以及ⅤⅣANA预报的结果比较表明,本文的预报方法是合理的.研究表明上述文章中过高的疲劳寿命是由错误的弹性模量引起的.结果显示,立管的弹性模量对于涡激振动疲劳损伤是个重要的参数.弹性模量越大,疲劳寿命越低. 相似文献
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Carlos Alberto Riveros Tomoaki Utsunomiya Katsuya Maeda Kazuaki Itoh 《Journal of Marine Science and Technology》2010,15(1):44-53
Several research efforts have been directed toward the development of models for response prediction of flexible risers. The
main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and
a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers.
Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization
events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic
vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization
events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric,
transverse, diagonal, and third vortex regimes. 相似文献
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Nonlinear hydrodynamics play a significant role in accurate prediction of the dynamic responses of floating wind turbines (FWTs), especially near the resonance frequencies. This study investigates the use of computational fluid dynamics (CFD) simulations to improve an engineering model (based on potential flow theory with Morison-type drag) by modifying the second-order difference-frequency quadratic transfer functions (QTFs) and frequency-dependent added mass and damping for a semi-submersible FWT. The results from the original and modified engineering models are compared to experimental data from decay tests and irregular wave tests. In general, the CFD results based on forced oscillation tests suggest increasing the frequency-depending added mass and damping at low frequencies compared to first order potential flow theory. The modified engineering model predicts natural periods close to the experimental results in decay tests (within 5%), and the underprediction of the damping is reduced compared to the original engineering model. The motions, mooring line tensions and tower-base loads in the low-frequency response to an irregular wave are underestimated using the original engineering model. The additional linear damping increases this underestimation, while the modified QTFs based on CFD simulations of a fixed floater in bichromatic waves result in larger difference-frequency wave loads. The combined modifications give improved agreement with experimental data in terms of damage equivalent loads for the mooring lines and tower base. 相似文献
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The object of this study is to analyze the characteristics of vortex-induced vibration of a slender marine structure with the numerical method. Applying a dynamic analysis method for a slender marine structure based on the 3D finite difference method, we carried out case studies for a tensioned beam model at a constant flow speed. The hydrodynamic forces, in the direction of inline and cross-flow, created by vortex shedding are simultaneously considered based on Morison equation. The frequency of force in the inline direction corresponding to the unstable zone is evaluated. An eigenvalue analysis for different flow speeds of a tensioned beam considering the effect of the tension increase due to the inline and cross-flow drag forces is performed. We found that a revision of the eigenvalue should be considered if the tension along a riser or beam is significantly affected by an environmental or functional load. From a trajectory on the XY plane it was shown that the riser did not move in an exact 8 shape for all flow conditions due to the phase angle difference between inline and cross-flow displacement. It is believed that the phase angles between inline and cross-flow displacements in high modes are different among the nodes. 相似文献
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Existing VIV prediction approaches for steel catenary riser (SCR) typically employ truncation model without considering the interaction between the SCR and soil, and only allow for cross-flow (CF) VIV. In this study, a time domain approach accounting for the SCR-soil interaction is proposed to predict the CF and in-line (IL) VIV induced fatigue damage of a SCR at touchdown zone (TDZ). The hydrodynamic force resulting from the vortex shedding is modeled using the forced oscillation test data of a rigid cylinder and an empirical damping model, which are defined as functions of the non-dimensional dominant frequency and amplitude of the SCR response. Due to the coupling effect, the IL VIV force is magnified based on the CF VIV amplitude. By combining a linear hysteretic interaction model with a trench shape model, some particular phenomena during the vertical SCR-soil interaction are captured and qualitatively discussed, while for the horizontal direction, the seabed is simplified as nonlinear spring model. Based on these models, parametric studies are conducted to broaden the understanding of the sensitivity of VIV induced fatigue damage to the seabed characteristic. The results indicate trench depth, vertical and lateral stiffness, and clay suction are significantly affect the VIV induced maximum fatigue damage at TDZ. 相似文献
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Svein Ivar Sagatun Kjell Herfjord Finn Gunnar Nielsen Erling Huse 《Journal of Marine Science and Technology》1999,4(2):58-67
One of the main challenges in estimating impact energy in collisions between marine risers is the assessment of the riser
mass involved in the collision. Evidently the entire riser mass does not contribute to the collision. Hence, the question
is: What is the equivalent riser mass which contributes to the impact energy? This article presents three different ways of
estimating the riser mass participating in the collision energy. The first method is strictly experimental. The second method
uses a numerical experiment together with system identification techniques. The third method is a strictly analytical method,
which results in an asymptotically upper bounded estimate of the participating mass. Two risers are examined as case studies.
The first riser is a 1 : 100 model scale riser used in collision experiments carried out at Marintek's towing tank in Trondheim,
Norway. The second case uses a real world riser in use on the Troll B oil production platform operating in the North Sea.
The proposed methods yield consistent and comparable results.
Received for publication on Feb. 1, 1999; accepted on July 8, 1999 相似文献