On the formulation of high-frequency dissipative time-stepping algorithms for nonlinear dynamics. Part I: low-order methods for two model problems and nonlinear elastodynamics
F. Armero et I. Romero, On the formulation of high-frequency dissipative time-stepping algorithms for nonlinear dynamics. Part I: low-order methods for two model problems and nonlinear elastodynamics, COMPUT METH, 190(20-21), 2001, pp. 2603-2649
Citations number
42
Categorie Soggetti
Mechanical Engineering
Journal title
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING
We present in this paper the development of a class of time-stepping algori
thms for nonlinear elastodynamics that exhibits the controllable numerical
dissipation in the high-frequency range required for the robust solution of
the resulting numerically stiff systems. To motivate and illustrate better
the developments in this general case, we present first the formulation an
d analysis of these methods for two simple model problems. Namely, we consi
der a nonlinear elastic spring/mass system and a simplified model of thin e
lastic beams. As it is discussed in detail in this paper, the conservation
by the numerical algorithm of the momenta and corresponding relative equili
bria of these characteristic Hamiltonian systems with symmetry is of the ma
in importance. These conservation properties lead for a fixed and finite ti
me step to a correct qualitative picture of the phase space where the discr
ete dynamics takes place, even in the presence of the desired and controlle
d numerical dissipation of the energy. This situation is contrasted with tr
aditional "dissipative" numerical schemes, which are shown through rigorous
analyses to not only lose their dissipative character in the general nonli
near range, but also the aforementioned conservation properties, thus leadi
ng to a qualitatively distorted approximation of the phase dynamics. The ke
y for a successful algorithm in this context is the incorporation of the nu
merical dissipation in the internal modes of the motion while not affecting
the group motions of the systems. The algorithms presented in this work ac
complish these goals. The focus in this first part is given to first-order
methods. Representative numerical simulations, ranging from applications in
nonlinear structural dynamics to nonlinear continuum three-dimensional ela
stodynamics, are presented in the context of the finite element method to i
llustrate these ideas and results. (C) 2001 Elsevier Science B.V. All right
s reserved.