1999
DOI: 10.1002/(sici)1097-0207(19991210)46:10<1781::aid-nme724>3.3.co;2-z
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Adaptive finite element procedures for linear and non‐linear dynamics

Abstract: SUMMARYThis paper discusses implementation and adaptivity of the Discontinuous Galerkin (DG) "nite element method as applied to linear and non-linear structural dynamic problems. By the DG method, both displacements and velocities are approximated as piecewise bilinear functions in space and time and may be discontinuous at the discrete time levels. Both implicit and explicit iterative algorithms for solving the resulted system of coupled equations are derived. They are third-order accurate and, while the impl… Show more

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Cited by 16 publications
(33 citation statements)
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“…For instance, the Newmark method is not using any time variational form. However, there are some a posteriori error estimation techniques using the full variational formulation both for the problem approximation and for the error assessment strategy, see [35,50,29,30].…”
Section: Space-time Variational Formulationsmentioning
confidence: 99%
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“…For instance, the Newmark method is not using any time variational form. However, there are some a posteriori error estimation techniques using the full variational formulation both for the problem approximation and for the error assessment strategy, see [35,50,29,30].…”
Section: Space-time Variational Formulationsmentioning
confidence: 99%
“…Note that here u O is not given as part of the data λ O and λ O N characterizing (30). The function u O has to be computed as the solution of (31).…”
Section: The Estimation Of Value Lmentioning
confidence: 99%
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