Cutoff wave number for shear waves and Maxwell relaxation time in Yukawa liquids

2012 ◽  
Vol 85 (6) ◽  
Author(s):  
J. Goree ◽  
Z. Donkó ◽  
P. Hartmann
1995 ◽  
Vol 2 (10) ◽  
pp. 3844-3851 ◽  
Author(s):  
R. Betti ◽  
V. N. Goncharov ◽  
R. L. McCrory ◽  
C. P. Verdon

1972 ◽  
Vol 52 (3) ◽  
pp. 401-423 ◽  
Author(s):  
Timothy W. Kao ◽  
Cheol Park

The stability of the laminar co-current flow of two fluids, oil and water, in a rectangular channel was investigated experimentally, with and without artificial excitation. For the ratio of viscosity explored, only the disturbances in water grew in the beginning stages of transition to turbulence. The critical water Reynolds number, based upon the hydraulic diameter of the channel and the superficial velocity defined by the ratio of flow rate of water to total cross-sectional area of the channel, was found to be 2300. The behaviour of damped and growing shear waves in water was examined in detail using artificial excitation and briefly compared with that observed in Part 1. Mean flow profiles, the amplitude distribution of disturbances in water, the amplification rate, wave speed and wavenumbers were obtained. A neutral stability boundary in the wave-number, water Reynolds number plane was also obtained experimentally.It was found that in natural transition the interfacial mode was not excited. The first appearance of interfacial waves was actually a manifestation of the shear waves in water. The role of the interface in the transition range from laminar to turbulent flow in water was to introduce and enhance spanwise oscillation in the water phase and to hasten the process of breakdown for growing disturbances.


2016 ◽  
Vol 30 ◽  
pp. 1-10 ◽  
Author(s):  
Heiko Tzschätzsch ◽  
Jing Guo ◽  
Florian Dittmann ◽  
Sebastian Hirsch ◽  
Eric Barnhill ◽  
...  

2016 ◽  
Vol 21 (4) ◽  
pp. 933-950 ◽  
Author(s):  
S.A. Shah ◽  
G. Apsar

Abstract The present paper investigates the propagation of time harmonic circumferential waves in a two-dimensional hollow poroelastic cylinder with an inner shaft (shaft-bearing assembly). The hollow poroelastic cylinder and inner shaft are assumed to be infinite in axial direction. The outer surface of the cylinder is stress free and at the interface, between the inner shaft and the outer cylinder, it is assumed to be free sliding and the interfacial shear stresses are zero, also the normal stress and radial displacements are continuous. The frequency equation of guided circumferential waves for a permeable and an impermeable surface is obtained. When the angular wave number vanish the frequency equation of guided circumferential waves for a permeable and an impermeable surface degenerates and the dilatational and shear waves are uncoupled. Shear waves are independent of the nature of surface. The frequency equation of a permeable and an impermeable surface for bore-piston assembly is obtained as a particular case of the model under consideration when the outer radius of the hollow poroelastic cylinder tends to infinity. Results of previous studies are obtained as a particular case of the present study. Nondimensional frequency as a function of wave number is presented graphically for two types of models and discussed. Numerical results show that, in general, the first modes are linear for permeable and impermeable surfaces and the frequency of a permeable surface is more than that of an impermeable surface.


2019 ◽  
Vol 293 ◽  
pp. 111413 ◽  
Author(s):  
Nikolay P. Malomuzh ◽  
Konstantin S. Shakun

2020 ◽  
Vol 103 (6) ◽  
pp. 3590-3599
Author(s):  
Karan Doss ◽  
Collin J. Wilkinson ◽  
Yongjian Yang ◽  
Kuo‐Hao Lee ◽  
Liping Huang ◽  
...  

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