energy dissipation; momentum conservation; dynamics; variational formulation; elasto-plasticity; finite-elements
Abstract :
[en] In a previous paper [L. Noels, L. Stainier, J.-P. Ponthot, An energy momentum conserving algorithm using the variational formulation of visco-plastic updates, Int. J. Numer. Methods Engrg. 65 (2006) 904-942] the authors demonstrated the efficiency of the variational formulation of elasto-plastic updates to develop energy-momentum conserving time integration algorithms. Indeed, within such a framework, the stress tensor always derives from an incremental potential, even when plastic behavior is considered. Therefore the verification of the conservation of energy in the non-linear range can easily be demonstrated: the sum of the reversible stored energy and irreversible dissipated energy exactly corresponds to the work of the external forces applied to the structure. Although this formulation was shown to be accurate and robust, the introduction of numerical dissipation for high-frequency numerical modes can be necessary to simulate complex phenomena. In this work, we propose a modification of the variational updates framework to introduce this numerical property, leading to a new energy-dissipative momentum-conserving time-integration algorithm for elasto-plasticity. (c) 2007 Elsevier B.V. All rights reserved.
Disciplines :
Mechanical engineering
Author, co-author :
Noels, Ludovic ; Université de Liège - ULiège > Département d'aérospatiale et mécanique > LTAS - Milieux continus et thermomécanique
Stainier, Laurent ; Université de Liège - ULiège > Département d'aérospatiale et mécanique > LTAS - Milieux continus et thermomécanique
Ponthot, Jean-Philippe ; Université de Liège - ULiège > Département d'aérospatiale et mécanique > LTAS-Mécanique numérique non linéaire
Language :
English
Title :
A first-order energy-dissipative momentum-conserving scheme for elasto-plasticity using the variational updates formulation
Publication date :
2008
Journal title :
Computer Methods in Applied Mechanics and Engineering
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Bibliography
Newmark N. A method of computation for structural dynamics. J. Engrg. Mech. Div. ASCE 85 EM3 (1959) 67-94
Belytschko T., and Schoeberle D. On the unconditional stability of an implicit algorithm for non-linear structural dynamics. J. Appl. Mech. 42 (1975) 865-869
Hughes T. A note on the stability of Newmark's algorithm in nonlinear structural dynamics. Int. J. Numer. Methods Engrg. 11 2 (1977) 383-386
Betsch P., and Steinmann P. Conservation properties of a time fe method. part I: Time-stepping schemes for n-body problems. Int. J. Numer. Methods Engrg. 49 (2000) 599-638
Betsch P., and Steinmann P. Conservation properties of a time FE method. part II: Time-stepping schemes for non-linear elastodynamics. Int. J. Numer. Methods Engrg. 50 (2001) 1931-1955
Bauchau O., and Theron N. Energy decaying scheme for non-linear beam models. Comput. Methods Appl. Mech. Engrg. 134 (1996) 37-56
Bauchau O., and Joo T. Computational schemes for non-linear elasto-dynamics. Int. J. Numer. Methods Engrg. 45 (1999) 693-719
Bottasso C., and Borri M. Integrating finite rotation. Comput. Methods Appl. Mech. Engrg. 164 (1998) 307-331
Bottasso C., and Borri M. Energy preserving/decaying schemes for non-linear beam dynamics using the helicoidal approximation. Comput. Methods Appl. Mech. Engrg. 143 (1997) 393-415
Simo J., and Tarnow N. The discrete energy-momentum method. Conserving algorithms for nonlinear elastodynamics. ZAMP 43 (1992) 757-792
Gonzalez O. Exact energy and momentum conserving algorithms for general models in nonlinear elasticity. Comput. Methods Appl. Mech. Engrg. 190 (2000) 1763-1783
Armero F., and Peto{combining double acute accent}cz E. Formulation and analysis of conserving algorithms for frictionless dynamic contact/impact problems. Comput. Methods Appl. Mech. Engrg. 158 (1998) 269-300
Armero F., and Peto{combining double acute accent}cz E. A new dissipative time-stepping algorithm for frictional contact problems: formulation and analysis. Comput. Methods Appl. Mech. Engrg. 179 (1999) 151-178
Meng X., and Laursen T. Energy consistent algorithms for dynamic finite deformation plasticity. Comput. Methods Appl. Mech. Engrg. 191 (2001) 1639-1675
Meng X., and Laursen T. On energy consistency of large deformation plasticity models, with application to the design of unconditionally stable time integrators. Finite Elem. Anal. Des. 38 (2002) 949-963
Noels L., Stainier L., and Ponthot J.-P. Energy-momentum conserving algorithm for non-linear hypoelastic constitutive models. Int. J. Numer. Methods Engrg. 59 (2004) 83-114
Noels L., Stainier L., and Ponthot J.-P. On the use of large time steps with an energy-momentum conserving algorithm for non-linear hypoelastic constitutive models. Int. J. Solids Struct. 41 (2004) 663-693
Armero F. Energy-dissipative momentum-conserving time-stepping algorithms for finite strain multiplicative plasticity. Comput. Methods Appl. Mech. Engrg. 195 (2006) 4862-4889
Noels L., Stainier L., and Ponthot J.-P. An energy momentum conserving algorithm using the variational formulation of visco-plastic updates. Int. J. Numer. Methods Engrg. 65 (2006) 904-942
Radovitzky R., and Ortiz M. Error estimation and adaptative meshing in strongly nonlinear dynamics problems. Comput. Methods Appl. Mech. Engrg. 172 (1999) 203-240
Ortiz M., and Stainier L. The variational formulation of viscoplastic updates. Comput. Methods Appl. Mech. Engrg. 171 (1999) 419-444
Fancello E., Ponthot J.-P., and Stainier L. A variational formulation of constitutive models and updates in non-linear finite viscoelasticity. Int. J. Numer. Methods Engrg. 65 (2006) 1831-1864
Yang Q., Stainier L., and Ortiz M. A variational formulation of the coupled thermo-mechanical boundary-value problem for general dissipative solids. J. Mech. Phys. Solids 54 (2006) 401-424
Chung J., and Hulbert G. A time integration algorithms for structural dynamics with improved numerical dissipations: the generalized-α method. J. Appl. Mech. 60 (1993) 371-375
Erlicher S., Bonaventura L., and Bursi O. The analysis of the α-generalized method for non-linear dynamic problems. Comput. Mech. 28 (2002) 83-104
Armero F., and Romero I. On the formulation of high-frequency dissipative time-stepping algorithms for non-linear dynamics. Part I: low-order methods for two model problems and nonlinear elastodynamics. Comput. Methods Appl. Mech. Engrg. 190 (2001) 2603-2649
Armero F., and Romero I. On the formulation of high-frequency dissipative time-stepping algorithms for non-linear dynamics. Part II: second-order methods. Comput. Methods Appl. Mech. Engrg. 190 (2001) 6783-6824
Noels L., Stainier L., and Ponthot J.-P. Simulation of complex impact problems with implicit time algorithm, Application to a blade-loss problem. Int. J. Impact Engrg. 32 (2005) 358-386
Lubliner J. Plasticity Theory (1990), Macmillan
Simo J., and Taylor R. Quasi-incompressible finite elasticity in principal stretches continuum basis and numerical algorithms. Comput. Methods Appl. Mech. Engrg. 85 (1991) 273-310
Noels L., Stainier L., and Ponthot J.-P. Simulation of crashworthiness problems with improved contact algorithms for implicit time integration. Int. J. Impact Engrg. 32 (2006) 799-825
Noels L., Stainier L., Ponthot J.-P., and Bonini J. Automatic time stepping algorithms for implicit numerical simulations of non-linear dynamics. Adv. Engrg. Soft. 33 10 (2002) 581-595
Noels L., Stainier L., and Ponthot J.-P. Self-adapting time integration management in crash-worthiness and sheet metal forming computations. Int. J. Vehicle Des. 30 2 (2002) 67-114
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