An ALE formulation based on spatial and material settings of continuum mechanics. Part 1: Generic hyperelastic formulation

被引:64
作者
Kuhl, E
Askes, H
Steinmann, P
机构
[1] Univ Kaiserslautern, Fac Mech Engn, Chair Appl Mech, Dept Mech Engn, D-67653 Kaiserslautern, Germany
[2] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2600 Delft, Netherlands
关键词
Arbitrary Lagrangian-Eulerian formulation; spatial and material settings; variational principle; spatial and material forces; finite element method;
D O I
10.1016/j.cma.2003.09.030
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The present contribution deals with the derivation of a generic hyperelastic Arbitrary Lagrangian-Eulerian formulation on the basis of a consistent variational framework. The governing equations follow straightforwardly from the Dirichlet principle for conservative mechanical systems. Thereby, the key idea is the reformulation of the total variation of the potential energy at fixed referential coordinates in terms of its variation at fixed material and at fixed spatial coordinates. The corresponding Euler-Lagrange equations define the spatial and the material motion version of the balance of linear momentum, i.e. the balance of spatial and material forces, in a consistent dual format. In the discretised setting, the governing equations are solved simultaneously rendering the spatial and the material configuration which minimise the overall potential energy of the system. The remeshing strategy of the ALE formulation is thus no longer user-defined but objective in the sense of energy minimisation. If the governing equations are derived from a potential, i.e. either from an incremental potential or from a total potential as in the present case, they are inherently symmetric, both in the continuous case and in the discrete case. This symmetry property is particularly appealing since it ensures symmetric system matrices upon discretisation. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:4207 / 4222
页数:16
相关论文
共 38 条
[1]   A NEW UNCONDITIONALLY STABLE FRACTIONAL STEP METHOD FOR NONLINEAR COUPLED THERMOMECHANICAL PROBLEMS [J].
ARMERO, F ;
SIMO, JC .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 35 (04) :737-766
[2]   Adaptive analysis of yield line patterns in plates with the arbitrary Lagrangian-Eulerian method [J].
Askes, H ;
Rodríguez-Ferran, A ;
Huerta, A .
COMPUTERS & STRUCTURES, 1999, 70 (03) :257-271
[3]   A combined rh-adaptive scheme based on domain subdivision.: Formulation and linear examples [J].
Askes, H ;
Rodríguez-Ferran, A .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2001, 51 (03) :253-273
[4]  
ASKES H, 2003, P COMPLAS, V8
[5]  
ASKES H, COMPUT METHODS APPL
[6]  
Belytschko T., 2013, NONLINEAR FINITE ELE
[7]   COMPUTER-MODELS FOR SUBASSEMBLY SIMULATION [J].
BELYTSCHKO, TB ;
KENNEDY, JM .
NUCLEAR ENGINEERING AND DESIGN, 1978, 49 (1-2) :17-38
[8]   Arbitrary Lagrangian Eulerian finite element analysis of free surface flow [J].
Braess, H ;
Wriggers, P .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2000, 190 (1-2) :95-109
[9]  
Braun M., 1997, Proceedings of the Estonian Academy of Sciences. Physics, Mathematics, V46, P24
[10]  
DOENEA J, 1983, COMPUTER METHODS TRA, P473