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立管扰流装置Helical Strakes的数值模拟分析 被引量:8
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作者 王增波 黄维平 +3 位作者 苑健康 柳伟 芦斐 韩辉 《石油化工高等学校学报》 CAS 2011年第4期79-83,共5页
泻涡脱落诱发的涡激振动是海洋立管疲劳破坏的主要诱因,利用Helical Strakes(螺旋侧板)抑制涡激振动对立管的损伤。通过CFD数值模拟软件,对光滑立管和覆盖两种不同螺旋侧板的立管,在不同的雷诺数下进行模拟分析。将得到拖曳力和升力结... 泻涡脱落诱发的涡激振动是海洋立管疲劳破坏的主要诱因,利用Helical Strakes(螺旋侧板)抑制涡激振动对立管的损伤。通过CFD数值模拟软件,对光滑立管和覆盖两种不同螺旋侧板的立管,在不同的雷诺数下进行模拟分析。将得到拖曳力和升力结果与现有的数值和实验结果进行对比,得到相关的拖曳力系数和升力,研究Helical Strakes的相关特性。数值模拟结果表明,螺旋侧板可以影响拖曳力和升力的变化,扰乱流场,很好地抑制漩涡的产生。 展开更多
关键词 海洋立管 涡激振动 拖曳力系数 升力系数 CFD
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二维立管Helical Strakes绕流场的ANSYS-CFD分析 被引量:8
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作者 苑健康 黄维平 《船海工程》 2010年第4期151-155,共5页
利用ANSYS-CFD软件模拟螺旋侧板(helical strakes)对立管涡激振动的抑制作用。对二维的光滑立管和覆盖两种不同螺旋侧板高程的立管,在不同的雷诺数下进行模拟分析,将得到拖曳力和升力结果与数值和实验结果进行对比表明,螺旋侧板可以影... 利用ANSYS-CFD软件模拟螺旋侧板(helical strakes)对立管涡激振动的抑制作用。对二维的光滑立管和覆盖两种不同螺旋侧板高程的立管,在不同的雷诺数下进行模拟分析,将得到拖曳力和升力结果与数值和实验结果进行对比表明,螺旋侧板可以影响拖曳力和升力的变化,扰乱流场,很好地抑制漩涡的产生。 展开更多
关键词 海洋立管 涡激振动 螺旋侧板 拖曳力系数 升力系数 ANSYS-CFD
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涡激振动抑制装置建模与仿真分析
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作者 杨加栋 冯现洪 +4 位作者 陈东阳 侯静 贾振 王洪洲 张祥 《舰船科学技术》 北大核心 2024年第21期7-12,共6页
基于有限元模态计算、计算流体力学(CFD)方法、结构动力学理论以及嵌套网格技术,同时考虑涡激振动抑制装置来流向和横流向振动,建立涡激振动抑制装置的流固耦合动力学仿真模型,预测螺旋列板涡激振动抑制装置对海洋立管涡激振动的抑制效... 基于有限元模态计算、计算流体力学(CFD)方法、结构动力学理论以及嵌套网格技术,同时考虑涡激振动抑制装置来流向和横流向振动,建立涡激振动抑制装置的流固耦合动力学仿真模型,预测螺旋列板涡激振动抑制装置对海洋立管涡激振动的抑制效果。通过与国外文献实验数据对比,验证本文数值方法的准确性。采用本文的螺旋列板结构参数进行仿真计算,螺旋列板横向振幅抑制效率达到98%以上,拖拽力系数小于1.6,可以满足工程需求。 展开更多
关键词 螺旋列板 涡激振动抑制装置 嵌套网格技术
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Research on the Influence of Helical Strakes on Dynamic Response of Floating Wind Turbine Platform 被引量:21
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作者 DING Qin-wei LI Chun 《China Ocean Engineering》 SCIE EI CSCD 2017年第2期131-140,共10页
The stability of platform structure is the paramount guarantee of the safe operation of the offshore floating wind turbine. The NREL 5MW floating wind turbine is established based on the OC3-Hywind Spar Buoy platform ... The stability of platform structure is the paramount guarantee of the safe operation of the offshore floating wind turbine. The NREL 5MW floating wind turbine is established based on the OC3-Hywind Spar Buoy platform with the supplement of helical strakes for the purpose to analyze the impact of helical strakes on the dynamic response of the floating wind turbine Spar platform. The dynamic response of floating wind turbine Spar platform under wind, wave and current loading from the impact of number, height and pitch ratio of the helical strakes is analysed by the radiation and diffraction theory, the finite element method and orthogonal design method. The result reveals that the helical strakes can effectively inhibit the dynamic response of the platform but enlarge the wave exciting force; the best parameter combination is two pieces of helical strakes with the height of 15%D (D is the diameter of the platform) and the pitch ratio of 5; the height of the helical strake and its pitch ratio have significant influence on pitch response. 展开更多
关键词 floating wind turbine PLATFORM helical strakes orthogonal design
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Influences of the Helical Strake Cross-Section Shape on Vortex-Induced Vibrations Suppression for A Long Flexible Cylinder 被引量:10
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作者 XU Wan-hai LUAN Ying-sen +1 位作者 LIU Li-qin WU Ying-xiang 《China Ocean Engineering》 SCIE EI CSCD 2017年第4期438-446,共9页
An experimental study on a bare flexible cylinder as well as cylinders fitted with two types of cross-sectioned helical strakes was carried out in a towing tank. The main purpose of this paper is to investigate the ef... An experimental study on a bare flexible cylinder as well as cylinders fitted with two types of cross-sectioned helical strakes was carried out in a towing tank. The main purpose of this paper is to investigate the effects of strakes’ cross-section on the vortex-induced vibrations (VIV) suppression of a flexible cylinder. The square-sectioned and round-sectioned helical strakes were selected in the experimental tests. The uniform current was generated by towing the cylinder models along the tank using a towing carriage. The Reynolds number was in the range of 800–16000. The strain responses were measured by the strain gages in cross-flow (CF) and in-line (IL) directions. A modal analysis method was adopted to obtain the displacement responses using the strain signals in different measurement positions. The comparison of the experimental results among the bare cylinder, square-sectioned straked cylinder and round-sectioned straked cylinder was performed. The helical strakes can effectively reduce the strain amplitude, displacement amplitude, response frequencies and dominant modes of a flexible cylinder excited by VIV. And the mean drag coefficients of straked cylinders were approximately consistent with each other. In addition, the square-sectioned and round-sectioned strakes nearly share the similar VIV reduction behaviors. Sometimes, the strakes with round-section represent more excellent effects on the VIV suppression of response frequency than those with square-section. 展开更多
关键词 helical strakes VIV suppression cross-section shape flexible cylinder
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Use of Helical Strakes for FIV Suppression of Two Inclined Flexible Cylinders in A Side-by-Side Arrangement 被引量:4
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作者 XU Wan-hai ZHANG Shu-hai +1 位作者 ZHOU Li-dan GAO Xi-feng 《China Ocean Engineering》 SCIE EI CSCD 2018年第3期331-340,共10页
The experimental studies on flow-induced vibrations(FIV) reduction of two side-by-side flexible cylinders inclined at 45° by using the helical strakes were carried out in a towing tank. The main aim of the experi... The experimental studies on flow-induced vibrations(FIV) reduction of two side-by-side flexible cylinders inclined at 45° by using the helical strakes were carried out in a towing tank. The main aim of the experiment is to check whether the helical strakes with a pitch of 17.5 D and a height of 0.25 D, which is considered as the most effective vibration suppression device for the isolated cylinder undergoing vortex-shedding, still perform very well to reduce FIV of two inclined flexible cylinders in a side-by-side arrangement. The vibration of two identical inclined cylinders with a mass ratio of 1.90 and an aspect ratio of 350 was tested in the experiment. The center-to-center distance between the two cylinders was 3.0 D. The uniform flow was simulated by towing the cylinder models along the tank.The towing velocity varied from 0.05 to 1.0 m/s with an interval of 0.05 m/s. The maximum Reynolds number can be up to 1.6×104. Three cases were experimentally studied in this paper, including two side-by-side inclined smooth cylinders, only one smooth cylinder fitted with helical strakes in the two side-by-side inclined cylinders system and both two cylinders attached with helical strakes. The variations of displacement amplitude, dominant frequency, FIV suppression efficiency and dominant mode for the two side-by-side inclined cylinders with reduced velocity were shown and discussed. 展开更多
关键词 helical strakes FIV suppression inclined cylinder side-by-side towing tank experiment
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Passive VIV Reduction of An Inclined Flexible Cylinder by Means of Helical Strakes with Round-Section 被引量:4
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作者 XU Wan-hai QIN Wen-qi +1 位作者 HE Ming GAO Xi-feng 《China Ocean Engineering》 SCIE EI CSCD 2018年第4期413-421,共9页
A series of experimental tests of passive VIV suppression of an inclined flexible cylinder with round-sectioned helical strakes were carried out in a towing tank. During the tests, the cylinder models fitted with and ... A series of experimental tests of passive VIV suppression of an inclined flexible cylinder with round-sectioned helical strakes were carried out in a towing tank. During the tests, the cylinder models fitted with and without helical strakes were towed along the tank. The towing velocity ranged from 0.05 to 1.0 m/s with an interval of 0.05 m/s.Four different yaw angles(a=0°, 15°, 30° and 45°), defined as the angle between the axis of the cylinder and the plane orthogonal of the oncoming flow, were selected in the experiment. The main purpose of present experimental work is to further investigate the VIV suppression effectiveness of round-sectioned helical strakes on the inclined flexible cylinder. The VIV responses of the smooth cylinder and the cylinder with square-sectioned strakes under the same experimental condition were also presented for comparison. The experimental results indicated that the roundsectioned strake basically had a similar effect on VIV suppression compared with the square-sectioned one, and both can significantly reduce the VIV of the vertical cylinder which corresponded to the case of a=0°. But with the increase of yaw angle, the VIV suppression effectiveness of both round-and square-section strakes deteriorated dramatically, the staked cylinder even had a much stronger vibration than the smooth one did in the in-line(IL)direction. 展开更多
关键词 VIV suppression Helical strakes inclined flexible cylinder yaw angle round-section
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Experimental Study on Response Performance of VIV of A Flexible Riser with Helical Strakes 被引量:5
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作者 高云 付世晓 +1 位作者 曹静 陈一帆 《China Ocean Engineering》 SCIE EI CSCD 2015年第5期673-690,共18页
Laboratory tests were conducted on a flexible riser with and without helical strakes. The aim of the present work is to further understand the response performance of the vortex induced vibration(VIV) for a riser wi... Laboratory tests were conducted on a flexible riser with and without helical strakes. The aim of the present work is to further understand the response performance of the vortex induced vibration(VIV) for a riser with helical strakes. The experiment was accomplished in the towing tank and the relative current was simulated by towing a flexible riser in one direction. Based on the modal analysis method, the displacement responses can be obtained by the measured strain. The strakes with different heights are analyzed here, and the response parameters like strain response and displacement response are studied. The experimental results show that the in-line(IL) response is as important as the cross-flow(CF) response, however, many industrial analysis methods usually ignore the IL response due to VIV. The results also indicate that the response characteristics of a bare riser can be quite distinct from that of a riser with helical strakes, and the response performance depends on the geometry on the helical strakes closely. The fatigue damage is further discussed and the results show that the fatigue damage in the CF direction is of the same order as that in the IL direction for the bare riser. However, for the riser with helical strakes, the fatigue damage in the CF direction is much smaller than that in the IL direction. 展开更多
关键词 flexible riser vortex-induced vibration helical strake response performance fatigue damage
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Application of Helical Strakes for Suppressing the Flow-Induced Vibration of Two Side-by-Side Long Flexible Cylinders 被引量:1
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作者 XU Wan-hai YANG Meng +2 位作者 AI Hua-nan HE Ming LI Mu-han 《China Ocean Engineering》 SCIE EI CSCD 2020年第2期172-184,共13页
Helical strakes have been widely applied for suppressing the vibration of flexible cylinders undergoing vortexshedding in offshore engineering.However,most research works have concerned on the application of helical s... Helical strakes have been widely applied for suppressing the vibration of flexible cylinders undergoing vortexshedding in offshore engineering.However,most research works have concerned on the application of helical strakes for the isolated flexible cylinder subjected to vortex-induced vibration(VIV).The effectiveness of helical strakes attached to side-by-side flexible cylinders in vibration reduction is still unclear.In this paper,the response characteristics of two side-by-side flexible cylinders with and without helical strakes were experimentally investigated in a towing tank.The configuration of the helical strakes used in the experiment had a pitch of 17.5D and a height of 0.25D(where D is the cylinder diameter),which is usually considered the most effective for VIV suppression of isolated marine risers and tendons.The center-to-center distance of the two cylinders was 3.0D.The uniform flow with a velocity ranging from 0.05 m/s to 1.0 m/s was generated by towing the cylinder models along the tank.Experimental results,including the displacement amplitude,the dominant frequency,the dominant mode,and the mean drag force coefficient,were summarized and discussed.For the case where only one cylinder in the two-cylinder system had helical strakes,the experimental results indicated that helical strakes can remarkably reduce the flow-induced vibration(FIV)of the staked cylinder.For the case of two straked cylinders in a side-by-side arrangement,it was found that the performance of helical strakes in suppressing the FIV is as good as that for the isolated cylinder. 展开更多
关键词 side-by-side FIV reduction helical strakes flexible cylinder center-to-center distance
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Passive Control of Flow-Induced Vibration(FIV)by Helical Strakes for Two Staggered Flexible Cylinders 被引量:1
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作者 XU Wan-hai WANG Qi-cheng +1 位作者 QIN Wen-qi DU Zun-feng 《China Ocean Engineering》 SCIE EI CSCD 2021年第4期475-489,共15页
Helical strake is a widely-used device for passive flow-induced vibration(FIV)control of cylindrical structures.It is omnidirectional and can effectively reduce FIV response amplitude.Studies on the passive FIV contro... Helical strake is a widely-used device for passive flow-induced vibration(FIV)control of cylindrical structures.It is omnidirectional and can effectively reduce FIV response amplitude.Studies on the passive FIV control for cylindrical structures are mainly concerned with a single isolated cylinder,while the influence of wake interference between multiple cylinders on FIV suppression devices is less considered up to now.In engineering applications,multiple flexible cylinders with large aspect ratios can be subjected to complex flow forces,and the effects of wake interference are obvious.The FIV suppression effect of helical strake of a common configuration(17.5D pitch and 0.25D height,where D is the cylinder diameter)in two staggered cylinders system is still unknown.This paper systematically studied the FIV response of multiple cylinders system fitted with the helical strakes by model tests.The relative spatial position of the two cylinders is fixed at S=3.0D and T=8.0D,which ensures the cylindrical structures in the flow interference region.The experimental results show that the helical strakes effectively reduce the FIV response on staggered upstream cylinder,and the suppression efficiency is barely affected by the smooth or straked downstream cylinder.The corresponding FIV suppression efficiency on the downstream cylinder is remarkably reduced by the influence of the upstream wake flow.The wake-induced vibration(WIV)phenomenon is not observed on the staggered downstream cylinder,which normally occurs on the downstream straked cylinder in a tandem arrangement. 展开更多
关键词 flow-induced vibration(FIV) passive control helical strakes flexible cylinders staggered arrangement
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大兴安岭地区森林雷击火发生的时空分布 被引量:39
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作者 杜春英 李帅 +2 位作者 刘丹 李秀芬 于成龙 《自然灾害学报》 CSCD 北大核心 2010年第3期72-76,共5页
森林火灾是森林植被区最为重要的扰动因子,而雷击火是森林火灾的重要组成部分。大兴安岭地区频繁的森林火灾己成为当地经济发展的沉重压力和巨大威胁。利用地理信息技术、SPSS统计软件和m atlab等工具,分析了1966-2006年黑龙江省大兴安... 森林火灾是森林植被区最为重要的扰动因子,而雷击火是森林火灾的重要组成部分。大兴安岭地区频繁的森林火灾己成为当地经济发展的沉重压力和巨大威胁。利用地理信息技术、SPSS统计软件和m atlab等工具,分析了1966-2006年黑龙江省大兴安岭地区森林雷击火发生的时空演变规律。结果表明:上述41年间,该地区共发生森林雷击火560起,6月份是雷击火的高发期,而一天中15,16时又是雷击火的高发时段,且雷击火的发生存在着24 a的显著周期震荡和12 a,2 a的次显著周期震荡。同时,雷击火火场质心呈显著的带状分布,并有向东南偏移的趋势。此项研究可为大兴安岭林区科学有效地开展森林防火工作提供参考。 展开更多
关键词 大兴安岭 雷击 森林火灾 时空变化
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运输机上翘后体侧鳍减阻技术研究 被引量:9
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作者 张建军 张彬乾 +1 位作者 王元元 陈真利 《机械科学与技术》 CSCD 北大核心 2009年第6期807-810,共4页
采用CFD方法研究运输机上翘后体的侧鳍减阻技术。研究了侧鳍安装角、长度及厚度等几何参数对减阻效果的影响,探索了侧鳍减阻的流动机理。研究结果表明:侧鳍通过对上翘后体流动的疏导与整流作用显著减小了机身阻力。同时,给出了侧鳍几何... 采用CFD方法研究运输机上翘后体的侧鳍减阻技术。研究了侧鳍安装角、长度及厚度等几何参数对减阻效果的影响,探索了侧鳍减阻的流动机理。研究结果表明:侧鳍通过对上翘后体流动的疏导与整流作用显著减小了机身阻力。同时,给出了侧鳍几何参数的影响规律和设计原则。 展开更多
关键词 上翘后体 侧鳍 减阻
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柔性立管涡激振动抑制装置试验研究 被引量:17
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作者 高云 付世晓 宋磊建 《振动与冲击》 EI CSCD 北大核心 2014年第14期77-83,共7页
为深入研究带螺旋列板的柔性立管涡激振动响应特性,进行立管螺旋列板抑制装置的拖曳水池试验。由拖车拖动立管产生来流测得应变数据,基于模态叠加法获得立管位移响应等参数。分析螺旋列板抑制装置的螺距变化,系统研究不同螺旋列板状态... 为深入研究带螺旋列板的柔性立管涡激振动响应特性,进行立管螺旋列板抑制装置的拖曳水池试验。由拖车拖动立管产生来流测得应变数据,基于模态叠加法获得立管位移响应等参数。分析螺旋列板抑制装置的螺距变化,系统研究不同螺旋列板状态下立管应变、位移响应等参数。结果表明,流向响应与横向响应同样重要不可忽略;裸管响应特性与带螺旋列板的立管响应特性区别较大,响应特性与螺旋列板几何形状紧密相关。 展开更多
关键词 柔性立管 涡激振动 螺旋列板 响应特性
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剪切来流下柔性立管涡激振动抑制装置试验研究 被引量:7
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作者 任铁 高云 +2 位作者 付世晓 杨家栋 赵勇 《船舶力学》 EI CSCD 北大核心 2016年第4期497-507,共11页
文章针对柔性立管螺旋列板抑制装置在剪切流场中的涡激振动响应特性进行了试验研究,试验过程中通过旋转臂架从而形成相对剪切来流。通过测试得到的应变数据,基于模态叠加法,可得到立管的位移响应等参数。试验中针对螺旋列板的螺距和鳍... 文章针对柔性立管螺旋列板抑制装置在剪切流场中的涡激振动响应特性进行了试验研究,试验过程中通过旋转臂架从而形成相对剪切来流。通过测试得到的应变数据,基于模态叠加法,可得到立管的位移响应等参数。试验中针对螺旋列板的螺距和鳍高的变化进行了分析,系统地研究了不同螺旋列板状态下立管的主导频率、主导模态、无量纲振幅比以及疲劳损伤等参数。研究结果表明:螺旋列板可以很好地抑制立管的涡激振动响应;与螺距相比,鳍高对立管涡激振动响应会带来更大的影响;剪切流场中立管螺距恒定为5.0D(D为立管外径)时,鳍高为0.15D时的立管具有最好的抑制效果。 展开更多
关键词 剪切来流 柔性立管 涡激振动 螺旋列板
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大迎角下鸭翼涡与边条涡的干扰特性 被引量:8
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作者 马宝峰 刘沛清 邓学蓥 《航空学报》 EI CAS CSCD 北大核心 2002年第6期560-563,共4页
在风洞测力、水洞染色线和激光片光实验的基础上 ,对翼身组合体鸭翼边条翼布局大迎角涡系干扰机理进行了分析和探讨 ,揭示了该布局增升的机理。鸭翼涡位于机翼内侧 ,其与边条涡的相互诱导致使边条涡向外翼偏折 ,既改善了外翼的流态 ,又... 在风洞测力、水洞染色线和激光片光实验的基础上 ,对翼身组合体鸭翼边条翼布局大迎角涡系干扰机理进行了分析和探讨 ,揭示了该布局增升的机理。鸭翼涡位于机翼内侧 ,其与边条涡的相互诱导致使边条涡向外翼偏折 ,既改善了外翼的流态 ,又使机翼前缘涡量卷入边条涡 ,增强了边条涡的强度 ,从而延迟其破裂。两方面的共同作用 ,提高了主翼的涡升力 。 展开更多
关键词 边条涡 鸭式布局 迎角 涡干扰 流动显示 飞机
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战斗机边条翼大迎角涡升力研究 被引量:3
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作者 段卓毅 陈迎春 +1 位作者 赵克良 司江涛 《飞行力学》 CSCD 2003年第3期18-20,共3页
利用求解(翼身组合体)欧拉方程的数值计算方法,对边条翼布局飞机的气动力特性进行了研究,计算并分析了边条翼对机翼表面压力分布的影响规律以及对全机升力特性尤其是大迎角升力特性的影响。最后,给出了带边条翼战斗机大迎角涡升力特性... 利用求解(翼身组合体)欧拉方程的数值计算方法,对边条翼布局飞机的气动力特性进行了研究,计算并分析了边条翼对机翼表面压力分布的影响规律以及对全机升力特性尤其是大迎角升力特性的影响。最后,给出了带边条翼战斗机大迎角涡升力特性的研究结论。 展开更多
关键词 战斗机 边条翼 大迎角 涡升力 有限体积法 计算
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材质对超高压压裂泵泵头体自增强性能的影响研究 被引量:7
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作者 周思柱 周后俊 +2 位作者 华剑 陈明 景华斌 《机械设计与制造》 北大核心 2010年第7期67-68,共2页
以某型号的超高压压裂泵泵头体为研究对象,在改变其材料屈服强度的情况下,对其进行弹性有限元分析,得出其屈服强度和弹性承载能力的内在关系。在此基础上对自增强处理过程进行弹塑性有限元分析,可知提高泵头体的自增强性能应从材料的屈... 以某型号的超高压压裂泵泵头体为研究对象,在改变其材料屈服强度的情况下,对其进行弹性有限元分析,得出其屈服强度和弹性承载能力的内在关系。在此基础上对自增强处理过程进行弹塑性有限元分析,可知提高泵头体的自增强性能应从材料的屈服强度和自增强内压两方面入手。 展开更多
关键词 泵头体 屈服强度 有限元 承载能力 残余应力
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柱状结构条纹列板对尾涡形态变化的影响机理 被引量:5
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作者 郝志永 余恒旭 宓为建 《上海海事大学学报》 北大核心 2012年第2期55-60,共6页
为研究柱状结构条纹列板对尾涡形态变化的影响机理,用粒子图像测速(Particle Image Ve-locimetry,PIV)系统对绕有螺旋条纹列板的圆柱尾流进行测量,分析和探讨不同列板条纹高度对柱状结构尾涡形态变化的影响.通过计算流体力学(Computatio... 为研究柱状结构条纹列板对尾涡形态变化的影响机理,用粒子图像测速(Particle Image Ve-locimetry,PIV)系统对绕有螺旋条纹列板的圆柱尾流进行测量,分析和探讨不同列板条纹高度对柱状结构尾涡形态变化的影响.通过计算流体力学(Computational Fluid Dynamics,CFD)数值计算,模拟条纹列板对圆柱尾流的扰动.结果显示,螺旋条纹列板显著影响边界层、剪切层的形成及尾流旋涡脱落形态,破坏柱状结构尾流正负旋涡交替,从而起到抑制尾流周期性旋涡脱落的作用. 展开更多
关键词 螺旋列板 尾流 旋涡脱落
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螺旋列板绕流流场CFD分析 被引量:8
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作者 盛磊祥 陈国明 《中国造船》 EI CSCD 北大核心 2010年第1期78-83,共6页
隔水管是海洋钻井作业的关键设备,其安全性至关重要。涡激振动是隔水管失效的重要因素。水深小于500m时,优化隔水管系统可以避免使用涡激抑制装置,超过1000m,必须采用涡激抑制装置。螺旋列板是现场常用的涡激抑制装置。基于流体动力学方... 隔水管是海洋钻井作业的关键设备,其安全性至关重要。涡激振动是隔水管失效的重要因素。水深小于500m时,优化隔水管系统可以避免使用涡激抑制装置,超过1000m,必须采用涡激抑制装置。螺旋列板是现场常用的涡激抑制装置。基于流体动力学方法,利用FLUENT软件求解螺旋列板三维绕流流场的控制方程,同时计算了钝体隔水管三维绕流流场,流场参数(升力系数、曳力系数、涡量等)特征进行对比分析,显示出螺旋列板在涡激抑制方面的优势。计算结果表明,虽然螺旋列板能够减小横向升力,但同时会导致流向曳力明显增加。 展开更多
关键词 螺旋列板 涡激抑制 流场 涡激振动 计算流体动力学
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水深和螺旋板对Classic Spar水动力特性的影响 被引量:7
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作者 王兴刚 孙昭晨 +1 位作者 梁书秀 郭传胜 《中国海洋平台》 2011年第1期23-30,共8页
Classic Spar平台由于其单立柱式的几何特性,会产生较大的涡激力,而平台柱体外围的螺旋板能有效地减少涡旋,增加平台结构强度。本文应用三维分布源法求解边界积分方程,计算并比较了Classic Spar平台在四种不同水深时的水动力特性,分析... Classic Spar平台由于其单立柱式的几何特性,会产生较大的涡激力,而平台柱体外围的螺旋板能有效地减少涡旋,增加平台结构强度。本文应用三维分布源法求解边界积分方程,计算并比较了Classic Spar平台在四种不同水深时的水动力特性,分析了螺旋板的螺距和数量对平台水动力特性的影响。 展开更多
关键词 CLASSIC Spar 螺旋板 水动力
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