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A Tfeti Domain Decompositon Solver For Von Mises Elastoplasticity Model With Combination Of Linear Isotropic-Kinematic Hardening

Authors: Cermak, Martin; Sysala, Stanislav;

A Tfeti Domain Decompositon Solver For Von Mises Elastoplasticity Model With Combination Of Linear Isotropic-Kinematic Hardening

Abstract

{"references": ["R. Blaheta, Numerical methods in elasto-plasticity, Documenta Geonica\n1998, PERES Publishers, Prague, 1999.", "T. Brzobohaty, Z. Dostal, P. Kovar, T. Kozubek, A. Markopoulos,\nCholesky decomposition with fxing nodes to stable evaluation of a\ngeneralized inverse of the stiffness matrix of a floating structure, Int.\nJ. Numer. Methods Eng. 88 (5), 493\u2013509, 2011.", "M. Cermak, T. Kozubek, An efficient TFETI based solver for\nelasto-plastic problems of mechanics, Advances in Electrical and\nElectronic Engineering 10 (1), 57\u201362, 2012.", "M. Cermak, T. Kozubek, S. Sysala, J. Valdman, A TFETI domain\ndecomposition solver for elastoplastic problems, Appl. Math. and\nComput. 231, 634\u2013653, 2014.", "Z. Dost\u00b4al, D. Hor\u00b4ak, R. Ku\u02c7cera, Total FETI - an easier implementable\nvariant of the FETI method for numerical solution of elliptic PDE,\nCommun. Numer. Methods Eng. 22 (12), 1155\u20131162, 2006.", "C. Farhat, J. Mandel, F-X. Roux, Optimal convergence properties of the\nFETI domain decomposition method, Comput. Meth. Appl. Mech. Eng.\n115, 365\u2013385, 1994.", "C. Farhat, F-X. Roux, A method of finite element tearing and\ninterconnecting and its parallel solution algorithm, Int. J. Numer.\nMethods Eng. 32, 1205\u20131227, 1991.", "S. Fu\u02c7c\u00b4\u0131k, A. Kufner, Nonlinear Differential Equation, Elsevier, 1980.", "W. Han, B. D. Reddy, Plasticity: mathematical theory and numerical\nanalysis, Springer, 1999.\n[10] V. Hapla et al: FLLOP Web Page. (Online). Available:\nhttp://industry.it4i.cz/en/products/permon/\n[11] A. Kossa, L. Szab\u00b4o, Exact integration of the von Mises elastoplasticity\nmodel with combined linear isotropic-kinematic hardening, International\nJournal of Plasticity 25, 1083\u20131106, 2009.\n[12] T. Kozubek, A. Markopoulos, T. Brzobohat\u00b4y, R. Ku\u02c7cera, V. Vondr\u00b4ak, Z.\nDost\u00b4al, MatSol - MATLAB efficient solvers for problems in engineering,\nhttp://matsol.vsb.cz/\n[13] J. Mandel, R. Tezaur, Convergence of a substructuring method with\nLagrange multipliers, Numer. Math. 73, 473\u2013487, 1996.\n[14] R. Mifflin, Semismoothness and semiconvex function in constraint\noptimization, SIAM J. Cont. Optim. 15, 957\u2013972, 1977.\n[15] E. A. de Souza Neto, D. Peri\u00b4c, D. R. J. Owen, Computational methods\nfor plasticity: theory and application. Wiley, 2008.\n[16] L. Qi, J. Sun, A nonsmooth version of Newton' s method, Math. Progr.,\n58, 353\u2013367, 1993.\n[17] B.F. Smith et al: PETSc Web page. (Online). Available:\nhttp://www.mcs.anl.gov/petsc/\n[18] S. Sysala, Application of a modified semismooth Newton method to some\nelasto-plastic problems. Math. Comput. Simul. 82, 2004\u20132021, 2012.\n[19] S. Sysala, Properties and simplifications of constitutive time-discretized\nelastoplastic operators. Z. Angew. Math. Mech., 1\u201323, 2013."]}

In this paper we present the efficient parallel implementation of elastoplastic problems based on the TFETI (Total Finite Element Tearing and Interconnecting) domain decomposition method. This approach allow us to use parallel solution and compute this nonlinear problem on the supercomputers and decrease the solution time and compute problems with millions of DOFs. In our approach we consider an associated elastoplastic model with the von Mises plastic criterion and the combination of linear isotropic-kinematic hardening law. This model is discretized by the implicit Euler method in time and by the finite element method in space. We consider the system of nonlinear equations with a strongly semismooth and strongly monotone operator. The semismooth Newton method is applied to solve this nonlinear system. Corresponding linearized problems arising in the Newton iterations are solved in parallel by the above mentioned TFETI. The implementation of this problem is realized in our in-house MatSol packages developed in MatLab.

Keywords

TFETI, domain decomposition, parallel solution., Isotropic-kinematic hardening

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