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Using a Time-domain Higher-order Boundary Element Method to Simulate Wave and Current Diffraction from a 3-D Body 被引量:2
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作者 刘珍 滕斌 +1 位作者 宁德志 孙亮 《Journal of Marine Science and Application》 2010年第2期156-162,共7页
To study wave-current actions on 3-D bodies a time-domain numerical model was established using a higher-order boundary element method(HOBEM).By assuming small flow velocities,the velocity potential could be expressed... To study wave-current actions on 3-D bodies a time-domain numerical model was established using a higher-order boundary element method(HOBEM).By assuming small flow velocities,the velocity potential could be expressed for linear and higher order components by perturbation expansion.A 4th-order Runge-Kutta method was applied for time marching.An artificial damping layer was adopted at the outer zone of the free surface mesh to dissipate scattering waves.Validation of the numerical method was carried out on run-up,wave exciting forces,and mean drift forces for wave-currents acting on a bottom-mounted vertical cylinder.The results were in close agreement with the results of a frequency-domain method and a published time-domain method.The model was then applied to compute wave-current forces and run-up on a Seastar mini tension-leg platform. 展开更多
关键词 wave-current diffraction time-domain simulation drift force higher-order boundary element method (hobem
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无限水深内完全非线性数值波浪水槽建立 被引量:2
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作者 宁德志 滕斌 +1 位作者 勾莹 孙金丽 《大连理工大学学报》 EI CAS CSCD 北大核心 2009年第6期937-943,共7页
基于无旋、不可压的势流理论,利用高阶边界元法建立了一种可应用于无限水深的无粘三维完全非线性数值波浪水槽.研究中,自由水面条件为完全非线性边界条件,进而可以模拟任意强的非线性波浪.将镜像格林函数应用到无限水深的数值波浪水槽中... 基于无旋、不可压的势流理论,利用高阶边界元法建立了一种可应用于无限水深的无粘三维完全非线性数值波浪水槽.研究中,自由水面条件为完全非线性边界条件,进而可以模拟任意强的非线性波浪.将镜像格林函数应用到无限水深的数值波浪水槽中,以至于两水槽侧壁可以排除于计算域外.为了产生相应的入射波和吸收出流波浪,一个由点源组成的造波装置被布置在计算域内,同时在出流边界布置人工阻尼层来吸收出流波浪.线性的和完全非线性数值实验验证了所建立的数值模型可以用来产生无限水深的任何指定波浪,计算结果与解析解吻合得很好,且在出流边界没有反射. 展开更多
关键词 数值波浪水槽 镜像格林函数 高阶边界元法 完全非线性
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An iterative Rankine boundary element method for wave diffraction of a ship with forward speed 被引量:2
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作者 何广华 《Journal of Hydrodynamics》 SCIE EI CSCD 2014年第5期818-826,共9页
A 3-D time-domain seakeeping analysis tool has been newly developed by using a higher-order boundary element method with the Rankine source as the kernel function. An iterative time-marching scheme for updating both k... A 3-D time-domain seakeeping analysis tool has been newly developed by using a higher-order boundary element method with the Rankine source as the kernel function. An iterative time-marching scheme for updating both kinematic and dynamic free-surface boundary conditions is adopted for achieving numerical accuracy and stability. A rectangular computational domain moving with the mean speed of ship is introduced. A damping beach at the outer portion of the truncated free surface is installed for satisfying the radiation condition. After numerical convergence checked, the diffraction unsteady problem of a Wigley hull traveling with a constant forward speed in waves is studied. Extensive results including wave exciting forces, wave patterns and pressure distributions on the hull are presented to validate the efficiency and accuracy of the proposed 3-D time-domain iterative Rankine BEM approach. Computed results are compared to be in good agreement with the corresponding experimental data and other published numerical solutions. 展开更多
关键词 Rankine panel method higher-order boundary element method (hobem iterative scheme Wigley hull wave exciting forces
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Application of the generalized body-fixed coordinate system for the wave-body interaction problem of a small-depth elastic structure in head seas
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作者 Kyeonguk Heo Masashi Kashiwagi 《Journal of Hydrodynamics》 SCIE EI CSCD 2021年第6期1255-1270,共16页
The body-fixed coordinate system is applied to the wave-body interaction problem of a small-depth elastic structure which has both rigid and elastic body motions in head waves.In the weakly non-linear assumption,the p... The body-fixed coordinate system is applied to the wave-body interaction problem of a small-depth elastic structure which has both rigid and elastic body motions in head waves.In the weakly non-linear assumption,the perturbation scheme is used and the expansion is conducted up to second-order to consider several non-linear quantities.To solve the boundary value problem,linearization is carried out based not on inertial coordinate but on body-fixed coordinate which could be accelerated by a motion of a body.At first,the main feature of the application of body-fixed coordinate system for a seakeeping problem is briefly described.After that the transformation of a coordinate system is extended to consider an elastic body motion and several physical variables are re-described in the generalized mode.It has been found that the deformation gradient could be used for the transformation of a coordinate system if several conditions are satisfied.Provided there are only vertical bending in elastic modes and the structure has relatively small depth,these conditions are generally satisfied.To calculate an elastic motion of a body,the generalized mode method is adopted and the mode shape is obtained by solving eigen-value problem of dynamic beam equation.In the boundary condition of the body-fixed coordinate system,the motion effect reflected to free-surface boundary is considered by extrapolating each mode shape to the horizontal direction from a body.At last,simple numerical tests are implemented as a validation process.The second-order hydrodynamic force of a freely floating hemisphere is first calculated in zero forward speed condition.Next,motion and added resistance of a ship with forward speed are considered at different flexibility to confirm the effect of an elastic body motion in body-fixed coordinate system. 展开更多
关键词 HYDROELASTICITY higher-order boundary element method(hobem) generalized mode method perturbation scheme body-fixed coordinate system wave-body interaction
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