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An illustration of the equivalence of the loss of ellipticity conditions in spatial and material settings of hyperelasticity
Institution:1. University of Kaiserslautern, Faculty of Mechanical Engineering, P.O. Box 3049, D-67653 Kaiserslautern, Germany;2. Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, United Kingdom;1. Institute of Mechanics, Faculty of Mechanical Engineering, Otto von Guericke University Magdeburg, Universitätsplatz 2, 39106 Magdeburg, Germany;2. School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia;1. Institute of Biomechanics, Graz University of Technology, Stremayrgasse 16/II, 8010, Graz, Austria;2. Department of Mechanical Engineering, Middle East Technical University, Dumlup?nar Bulvar? No. 1, Çankaya, 06800, Ankara, Turkey
Abstract:The loss of ellipticity indicated through the rank-one-convexity condition is elaborated for the spatial and material motion problem of continuum mechanics. While the spatial motion problem is characterized through the classical equilibrium equations parametrised in terms of the deformation gradient, the material motion problem is driven by the inverse deformation gradient. As such, it deals with material forces of configurational mechanics that are energetically conjugated to variations of material placements at fixed spatial points. The duality between the two problems is highlighted in terms of balance laws, linearizations including the consistent tangent operators, and the acoustic tensors. Issues of rank-one-convexity are discussed in both settings. In particular, it is demonstrated that if the rank-one-convexity condition is violated, the loss of well-posedness of the governing equations occurs simultaneously in the spatial and in the material motion context. Thus, the material motion problem, i.e. the configurational force balance, does not lead to additional requirements to ensure ellipticity. This duality of the spatial and the material motion approach is illustrated for the hyperelastic case in general and exemplified analytically and numerically for a hyperelastic material of Neo-Hookean type. Special emphasis is dedicated to the geometrical representation of the ellipticity condition in both settings.
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