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91.
92.
Wu Wei-xiong 《应用数学和力学(英文版)》1994,15(8):749-754
In this paper, a numerical model for predicting the unsteady nearshore circulation due to wave-current interaction was proposed.
In addition to the traditional continuity, momentum and energy equations, the dispersion and refraction relations were included
in the governing equations. Moreover, the effects of lateral shears, wind, radiation and bottom stresses were analysed in
the governing equations. Therefore, we expect that this model may more completely and exactly reflect the law of wave-current
interaction.
In part (II) we will adopt the selective lumping two-step explicit finite element method to solve the model, and some examples
will be presented. 相似文献
93.
94.
V. O. Yablonskii 《Fluid Dynamics》2005,40(2):256-265
Numerical simulation is used to study the dynamics of non-Newtonian free-surface flow in a cylindrical-conical hydrocyclone. For different angles of taper of the conical section of the hydrocyclone, the pressure and velocity distributions are calculated, together with the dependence of the fluid film thickness on the axial coordinate. The effect of the rheological properties of the fluid and the controlling similarity parameters on the flow dynamics is studied.__________Translated from Izvestiya Rossiiskoi Academii Nauk, Mekhanika Zhidkosti i Gaza, No. 2, 2005, pp. 102–112.Original Russian Text Copyright © 2005 by Yablonskii. 相似文献
95.
本文讨论了实验/分析模态双协调综合实现中实验子结构转角自由度和集中力矩柔度的测量问题。首次提出基于有限元理论的双无加载概念,并通过仿真计算说明其在转角自由度测量的应用价值.最后以一汽车底架模型为实例,经过分析综合和实验(/分析)综合,实践了本文的主题. 相似文献
96.
横向磁场激励下铁磁梁式板的混沌运动分析 总被引:9,自引:0,他引:9
在磁体力分布的磁弹性理论模型和磁场准静态假定模式基础上,对于处在周期时变磁场 中的不可移简支铁磁梁式板非线性磁弹性动力特性进行定性与定量分析.首先利用磁场的摄 动技术和结构变形的模态法,导出了关于模态坐标的非线性动力方程;然后利用Melnikov方 法,从理论上给出这一磁弹性动力系统可能出现混沌运动的必要条件及参数范围;最后采用变 步长Runge-Kutta数值积分方法对其磁弹性相互作用的混沌现象进行了定量搜索与模拟,并 利用其轨迹的Poincare截面图与Liapunov指数加以判断.结果表明磁弹性简支梁式板在横 向周期时变磁场中存在混沌吸引子,且在机械阻尼很小时其混沌吸引子表现出稠的特性. 相似文献
97.
A dynamic problem for a cylindrical shell on an elastic foundation is formulated. A numerical algorithm for solving this problem
is outlined. The results obtained are analyzed
__________
Translated from Prikladnaya Mekhanika, Vol. 43, No. 12, pp. 103–109, December 2007. 相似文献
98.
The present analysis relates to the study of the full two-dimensional Brinkman equation representing the fluid flow through porous medium. The steady, incompressible fluid flow, with a negligible gravitational force, is constrained to flow in an infinitely long channel in which the height assumes a series of piecewise constant values. The control volume method is used to solve the Brinkman equation which involves the parameter, =/Da, where Da is the Darcy number and is the ratio of the fluid viscosity f to the effective viscosity
. An analytical study in the fully developed section of the composite channel is presented when the channel is of constant height and composed of several layers of porous media, each of uniform porosity. In the fully developed flow regime the analytical and numerical solutions are graphically indistinguishable. A geometrical configuration involving several discontinuities of channel height, and where the entry and exit sections are layered, is considered and the effect of different permeabilities is demonstrated. Further, numerical investigations are performed to evaluate the behaviour of fluid flow through regions which mathematically model some geological structures of various sizes, positions and permeability, for example a fault or a fracture, where the outlet channel is offset at different levels. The effect on the overall pressure gradient is also considered. 相似文献
99.
Dr. Erik A. Toorman 《Rheologica Acta》1997,36(1):56-65
100.
Hansen Alex Roux Stéphane Roux Aharony Amnon Feder Jens Jøssang Torstein Hardy H. H. 《Transport in Porous Media》1997,29(3):247-279
We present a spatial renormalization group algorithm to handle immiscibletwo-phase flow in heterogeneous porous media. We call this algorithmFRACTAM-R, where FRACTAM is an acronym for Fast Renormalization Algorithmfor Correlated Transport in Anisotropic Media, and the R stands for relativepermeability. Originally, FRACTAM was an approximate iterative process thatreplaces the L × L lattice of grid blocks, representing the reservoir,by a (L/2) × (L/2) one. In fact, FRACTAM replaces the original L× L lattice by a hierarchical (fractal) lattice, in such a way thatfinding the solution of the two-phase flow equations becomes trivial. Thistriviality translates in practice into computer efficiency. For N=L ×L grid blocks we find that the computer time necessary to calculatefractional flow F(t) and pressure P(t) as a function of time scales as N1.7 for FRACTAM-R. This should be contrasted with thecomputational time of a conventional grid simulator N2.3. The solution we find in this way is an accurateapproximation to the direct solution of the original problem. 相似文献