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留学生英语作业精选:Sloshing waves and resonance modes of fluid in a 3D tank by a time-independent finite difference method [2]

论文作者:英语论文网论文属性:作业 Assignment登出时间:2013-09-02编辑:zbzbz点击率:2916

论文字数:976论文编号:org201308190754261208语种:英语 English地区:英国价格:免费论文

关键词:留学生英语作业精选英语作业范文留学生作业范文

摘要:一个三维的时间独立的有限差分法求解三维槽波晃动激发的耦合浪涌和摇摆运动。流体运动的三维方程在移动坐标系,推导。三维槽,任意深度和 方形底座,进行一系列的激励频率,具有多个自由度的运动自由的。

and dynamic free surface conditions in the analysis of the seismic response of sloshing fluid in a rectangular tank with a square base.


The time-varying moving boundary is mapped onto a time-independent domain through proper transformation functions and a special finite difference approximation is made in order to overcome the difficulty of maintaining the accuracy of the finite difference expression for the second derivative when the difference mesh is stretched near the boundary. The main focus of this paper is the simulation of a 3D tank undergoing different combinations of motions with varying excitation directions, and not only transient but nearly steady-state phenomena are recorded and studied. Hill (2003)compared the transient waves with the steady-state waves and showed that the maximum transient response can far exceed the steady-state response of the basin. The transient effect on moving vehicles is more dangerous than that of steady-state condition.


Section 2 introduces the equations of motion that are written in a moving coordinate system attached to the accelerating tank. The proper coordinate transformation functions are adopted to map the time-dependent domain into a fixed unit cubic. The proposed finite difference method is developed in Section 3. Section 4 presents the detailed results and provides comprehen-sive discussion of all the phenomena found in this study.


Reference
[1] Aliabadi, S., Johnson, A., Abedi, J., 2003. Comparison of finite element and pendulum models for simulation of sloshing. Computers and Fluids 23, 535–545.
[2] Akyildiz, H., Unal, E., 2005. Experimental investigation of pressure distribution on a rectangular tank due to the liquid sloshing. Ocean Engineering 32, 1503–1516.
[3] Akyildiz, H., Unal, N.E., 2006. Sloshing in a three-dimensional rectangular tank: numerical simulation and experimental validation. Ocean Engineering 33, 2135–2149.
[4] Celebi, M.S., Akyildiz, H., 2002. Nonlinear modeling of liquid sloshing in moving rectangular tank. https://www.51lunwen.org/englishpaper/ Ocean Engineering 29, 1527–1553.
[5] Chen, B.F., Chiang, S.W., 1999a. Complete 2D and fully nonlinear analysis of ideal fluid in tanks. Journal of Engineering Mechanics 125 (1), 70–78.
[6] Chen, B.F., Yuan, Y.S., Lee, J.F., 1999b. Three dimensional nonlinear hydrodynamic pressures by earthquakes on dam faces with arbitrary reservoir shapes. Journal of Hydraulic Research 37, 163–187.
[7] Chen, B.F., Nokes, R., 2005. Time-independent finite difference analysis of fully non-linear and viscous fluid sloshing in a rectangular tank. Journal of Computational Physics 209, 47–81.

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