0
Technical Briefs

Air Cavities in a Vibrated Bed of Visco-Elastic Glass Balls

[+] Author and Article Information
Piroz Zamankhan

Faculty of Engineering, Department of Mechanical Engineering, University of Kurdistan, P.O. Box 416, 66177-15175 Sanandaj, Iran

J. Vib. Acoust 130(6), 064501 (Oct 14, 2008) (3 pages) doi:10.1115/1.2980371 History: Received March 23, 2007; Revised May 14, 2008; Published October 14, 2008

Large scale, three dimensional computer simulations of a dense aggregative bed were performed to provide insight into the physics behind bubble formation in vertically vibrated granular materials in a shaker. As the shaker acceleration exceeds a critical value, turbulent fluctuations proportional to the particle size were produced to promote fractures at the interface between the gas and particles suspended in the gas near the bottom of the shaker. As the wave fronts pass, the solid fractures took the form of sharply defined regions of very low solids fraction (air cavities) that rose through the bed with a speed that depends on their size. The nucleation of bubbles is found to be of the heterogeneous type.

FIGURES IN THIS ARTICLE
<>
Copyright © 2008 by American Society of Mechanical Engineers
Your Session has timed out. Please sign back in to continue.

References

Figures

Grahic Jump Location
Figure 1

(a) Sketch of the shaker. The shaker is made of two concentric cylinders. The diameter of the inner cylinder is D=9.6cm, the radial gap size is r=0.625cm, and the initial height of the glass layer is L0. (b) Spherical glass balls with diameter dp=200μm were used. The initial height of the glass layer was 4cm, and the free surface is flat before the oscillations begin. Inset, the glass balls were randomly distributed with air filling the pore space.

Grahic Jump Location
Figure 2

(a) An instantaneous configuration of glass balls. Here, Γ=6.673, ω∕2π=20Hz, A0=0.42cm, and L0=4cm. Time is t=0.15s after shaking. (b) An instantaneous configuration of glass balls in free flight after t≈1s of shaking. (c) The bubbling sand. Here, Γ=8, ω∕2π=21.76Hz, A0=0.42cm, and L0=4cm. Time is t=1.2s after shaking. (d) The end of coalesce process. Time is t=1.5s after shaking. (e) The experimental result (reproduced with permission of R. P. Behringer). Here, Γ=8.79, ω∕2π=22.85Hz, A0=0.42cm, and L0=4cm. (f) The simulation result. Shown is an instantaneous configuration of glass balls. Here, Γ=9, ω∕2π=23.08Hz, A0=0.42cm, and L0=4cm.

Grahic Jump Location
Figure 3

(a) Typical temporal behavior of the dimensionless kinetic energy per particle in the bubbling sand. Here, Γ=8, ω∕2π=21.76Hz, A0=0.42cm, and L0=4cm. (b) Dimensionless average bubble area, S*, as a function of normalized acceleration, Γ*Γb=6.67. The circles are experimental results in Ref. 14, and the squares are the results of the simulation. The solid line is fitted by expression 1 in the text. Here, at least two types of fluidization phases can be recognized.

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In