Ice internal friction: standard theoretical perspectives on friction codified, adapted for the unusual rheology of ice, and unified

Abstract Sea ice contains flaws including frictional contacts. We aim to describe quantitatively the mechanics of those contacts, providing local physics for geophysical models. With a focus on the internal friction of ice, we review standard micro-mechanical models of friction. The solid's def...

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Bibliographic Details
Published in:Philosophical Magazine
Language:English
Published: Taylor & Francis 2010
Subjects:
Online Access:http://hdl.handle.net/2262/47725
https://doi.org/10.1080/14786430903113769
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Summary:Abstract Sea ice contains flaws including frictional contacts. We aim to describe quantitatively the mechanics of those contacts, providing local physics for geophysical models. With a focus on the internal friction of ice, we review standard micro-mechanical models of friction. The solid's deformation under normal load may be ductile or elastic. The shear failure of the contact may be by ductile flow, brittle fracture, or melting and hydrodynamic lubrication. Combinations of these give a total of six rheological models. When the material under study is ice, several of the rheological parameters in the standard models are not constant, but depend on the temperature of the bulk, on the normal stress under which samples are pressed together, or on the sliding velocity and acceleration. This has the effect of making the shear stress required for sliding dependent on sliding velocity, acceleration, and temperature. In some cases, it also perturbs the exponent in the normal-stress dependence of that shear stress away from the value that applies to most materials. We unify the models by a principle of maximum displacement for normal deformation, and of minimum stress for shear failure, reducing the controversy over the mechanism of internal friction in ice to the choice of values of four parameters in a single model. The four parameters represent, for a typical asperity contact, the sliding distance required to expel melt-water, the sliding distance required to break contact, the normal strain in the asperity, and the thickness of any ductile shear zone. d.hatton@ucl.ac.uk (Hatton, Daniel Christopher) p.sammonds@ucl.ac.uk (Sammonds, Peter R) dlf@cpom.ucl.ac.uk (Feltham, Daniel L) University College London, Earth Sciences Department - Gower Street--> - WC1E 6BT - London - UNITED KINGDOM (Hatton, Daniel Christopher) Cambridge University, Department of Applied Mathematics and Theoretical Physics - Wilberforce Road--> - CB3 0WA - Cambridge - UNITED KINGDOM (Hatton, Daniel Christopher) University College London, Earth Sciences Department - London - UNITED KINGDOM (Sammonds, Peter R) University College London, Earth Sciences Department - London - UNITED KINGDOM (Feltham, Daniel L) UNITED KINGDOM