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On a finite strain viscoplastic theory based on a new internal dissipation inequality
Institution:1. Institute of Continuum Mechanics and Material Mechanics, Hamburg University of Technology, Hamburg, Germany;2. Institute of Materials Research, Helmholtz-Zentrum Geesthacht, Geesthacht, Germany;1. Departamento de Ingeniería Mecánica, Universidad de Chile, Beauchef 851, Santiago Centro, Santiago, Chile;2. Department of Mechanical Engineering, University of Texas A&M, College Station, TX, USA;1. Department of Pharmacy and the Swedish Drug Delivery Forum (SDDF), Uppsala University, Box 580, 751 23 Uppsala, Sweden;2. Department of Engineering Sciences, The Ångström Laboratory, Uppsala University, Box 534, 751 21 Uppsala, Sweden;1. Department of Mechanical and Materials Engineering, National University of Malaysia (UKM), Bangi 43600, Malaysia;2. Department of Mechanical Engineering, National University of Singapore (NUS), Singapore 117576, Singapore
Abstract:This work is focused on the theoretical development and numerical implementation of a viscoplastic law. According to the second law of thermodynamics a dissipation inequality described in the rotated material coordinate system is developed. Based on this dissipation inequality and the principle of maximum dissipation a finite strain viscoplastic model described also in the rotated material coordinate system is formulated. The evolution equations are expressed in terms of the material time derivatives of the rotated elastic logarithmic strain, the accumulated plastic strain and the strain-like tensor conjugate to the rotated back stress. The mathematical structure of this theory is concise and similar to that of the infinitesimal viscoplastic theory. These characteristics make the numerical implementation of this theory easy. The stress integration algorithm and the algorithmic tangent moduli for the infinitesimal theory can be applied to the numerical implementation of the present finite strain theory with a little reformulation. The complicated algorithmic formulations for most of other finite plastic laws can be therefore circumvented. In order to check the effectivity of the present finite strain theory a set of numerical examples under strict deformation conditions are presented. These numerical examples prove the excellent performance of the present viscoplastic material law at describing the finite strain elastoplastic and viscoplastic problems.
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