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The shape, stability and breakage of pendant liquid bridges

Published online by Cambridge University Press:  10 December 1997

J. F. PADDAY
Affiliation:
Nether Crutches, Jordans, Beaconsfield, Bucks HP9 2TA, UK
G. PÉTRÉ
Affiliation:
Université Libre de Bruxelles, Microgravity Research Centre, Av. F. D. Roosevelt 50, B-1050 Brussels, Belgium
C. G. RUSU
Affiliation:
Université Libre de Bruxelles, Microgravity Research Centre, Av. F. D. Roosevelt 50, B-1050 Brussels, Belgium
J. GAMERO
Affiliation:
Technische Universität Bergakademie Freiberg, Lampadiusstr. 2, D-09596 Freiberg (Sachs), Germany
G. WOZNIAK
Affiliation:
Technische Universität Bergakademie Freiberg, Lampadiusstr. 2, D-09596 Freiberg (Sachs), Germany

Abstract

Pendant liquid bridges are defined as pendant drops supporting a solid axisymmetric endplate at their lower end. The stability and shape properties of such bridges are defined in terms of the capillary properties of the system and of the mass and radius of the lower free-floating endplate. The forces acting in the pendant liquid bridge are defined exactly and expressed in dimensionless form. Numerical analysis has been used to derive the properties of a given bridge and it is shown that as the bridge grows by adding more liquid to the system a maximum volume is reached. At this maximum volume, the pendant bridge becomes unstable with the length of the bridge increasing spontaneously and irreversibly at constant volume. Finally the bridge breaks with the formation of a satellite drop or an extended thread. The bifurcation and breakage processes have been recorded using a high-speed video camera with a digital recording rate of up to 6000 frames per second. The details of the shape of the bridge bifurcation and breakage for many pendant bridge systems have been recorded and it is shown that satellite drop formation after rupture is not always viscosity dependent. Bifurcation and breakage in simulated low gravity demonstrated that breakage was very nearly symmetrical about a plane through the middle of the pendant bridge.

Type
Research Article
Copyright
© 1997 Cambridge University Press

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