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带限位隔振系统的冲击响应分析 被引量:4
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作者 刘海超 闫明 冯麟涵 《振动与冲击》 EI CSCD 北大核心 2019年第21期172-177,共6页
为了提高舰载设备的抗冲击性能,改善限位参数不匹配造成的二次冲击问题,建立了八参数可独立设置的带限位隔振系统数学模型,利用四阶龙格库塔的方法进行冲击仿真计算,并与冲击试验结果进行对比,分析了限位器参数(刚度比,安装间隙)对冲击... 为了提高舰载设备的抗冲击性能,改善限位参数不匹配造成的二次冲击问题,建立了八参数可独立设置的带限位隔振系统数学模型,利用四阶龙格库塔的方法进行冲击仿真计算,并与冲击试验结果进行对比,分析了限位器参数(刚度比,安装间隙)对冲击响应的影响。研究结果表明:当刚度比足够大,存在一个使系统加速度响应取得最大值的特殊间隙,称为共振间隙。共振间隙的存在,增大了系统的加速度响应,加剧了系统的冲击碰撞,但可以通过选择更小的安装间隙,匹配合理刚度比来有效的避免共振间隙现象的产生,进而可以有效的提高舰载设备的抗冲击性能。 展开更多
关键词 限位器 龙格库塔 刚度比 共振间隙 抗冲击性能
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旁靠双浮体系统耦合运动时域分析 被引量:1
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作者 陈天文 范菊 《中国造船》 EI CSCD 北大核心 2023年第3期80-89,共10页
旁靠外输是海洋工程领域常见的作业形式,而浮体之间存在狭窄的间隙会产生复杂的水动力相互干扰。应用三维频域势流理论和阻尼盖模型,对旁靠双浮体系统进行频域计算,然后基于间接时域法开展该旁靠系统运动的时域模拟。研究结果表明,阻尼... 旁靠外输是海洋工程领域常见的作业形式,而浮体之间存在狭窄的间隙会产生复杂的水动力相互干扰。应用三维频域势流理论和阻尼盖模型,对旁靠双浮体系统进行频域计算,然后基于间接时域法开展该旁靠系统运动的时域模拟。研究结果表明,阻尼盖模型能有效抑制水动力系数异常的共振幅值和改善时延函数的振荡特性。当波峰频率接近间隙水动力峰值频率时形成间隙共振,对时域运动计算结果影响较大。在横浪条件下,旁靠系统会产生较大的横向相对位移,加装防撞系统可在一定程度上控制该相对位移。 展开更多
关键词 间隙共振 阻尼盖法 旁靠外输系统 间接时域法 水动力相互干扰
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Modelling of multi-bodies in close proximity under water waves——Fluid resonance in narrow gaps 被引量:34
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作者 LU Lin1,2,TENG Bin3,CHENG Liang 4,SUN Liang5 & CHEN XiaoBo6 1 Center for Deepwater Engineering,Dalian University of Technology,Dalian 116024,China 2 State Key Laboratory of Structural Analysis for Industrial Equipment,Dalian University of Technology,Dalian 116024,China +3 位作者 3 State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China 4 School of Civil and Resource Engineering,The University of Western Australia,Crawly 6003,Australia 5 Centre for Offshore Research and Engineering,Department of Civil Engineering,National University of Singapore,117576,Singapore 6 Research Department,Bureau Veritas,Neuilly-Sur-Seine,92570,France 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第1期16-25,共10页
Viscous fluid model and potential flow model with and without artificial damping force(f=-μV,μ the damping coefficient and V the local averaging flow velocity) are employed in this work to investigate the phenomenon... Viscous fluid model and potential flow model with and without artificial damping force(f=-μV,μ the damping coefficient and V the local averaging flow velocity) are employed in this work to investigate the phenomenon of fluid resonance in narrow gaps between multi-bodies in close proximity under water waves.The numerical results are compared with experimental data available in the literature.The comparison demonstrates that both the viscous fluid model and the potential flow model are able to predict the resonant frequency reasonably well.However the conventional potential flow model(without artificial damping term) significantly over-predicts the wave height in narrow gaps around the resonant frequency.In order to calibrate the appropriate damping coefficient used for the potential model and make it work as well as the viscous fluid model in predicting the resonant wave height in narrow gaps but with little computational efforts,the dependence of damping coefficient μ on the body geometric dimensions is examined considering the parameters of gap width Bg,body draft D,body breadth ratio Br and body number n(n = 2,3),where Br = BB/BA for the case of two bodies(Body A and Body B) with different breadths of BA and BB,respectively.It was confirmed that the damping coefficient used for the potential flow model is not sensitive to the geometric dimensions and spatial arrangement.It was found that μ∈ [0.4,0.5] may guarantee the variation of Hg/H0 with kh to be generally in good agreement with the experimental data and the results of viscous fluid model,where Hg is the excited wave height in narrow gaps under various dimensionless incident wave frequencies kh,H0 is the incident wave height,k = 2π/L is the wave number and h is the water depth. 展开更多
关键词 narrow gap fluid resonance water wave viscous fluid model potential flow model finite element method boundary element method
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