1980
DOI: 10.1002/nme.1620151005
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Space–time elements for the shock wave propagation problem

Abstract: SUMMARYA space-time finite element procedure is presented that integrates on time the equations of nonlinear dynamics. When a shock occurs and subsequently propagates, the space-time procedure gives accurate and stable numerical results, without after-shock wiggling, at relatively low costs of computation.The procedure is implicit. The good performance is to be attributed to the capability of the space-time elements to cope with discontinuities in the velocity by the simple use of reduced numerical integration… Show more

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Cited by 19 publications
(5 citation statements)
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“…The concept of space-time finite elements was first proposed by Fried [11] and Oden [12] in 1969. Since then the space-time marching procedure has been applied to problems in solid mechanics [13][14][15][16] and heat conduction. Varoglu and Finn were the first to apply the spacetime finite element procedure to the convection-diffusion [17,18] and Burgers equations [19].…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…The concept of space-time finite elements was first proposed by Fried [11] and Oden [12] in 1969. Since then the space-time marching procedure has been applied to problems in solid mechanics [13][14][15][16] and heat conduction. Varoglu and Finn were the first to apply the spacetime finite element procedure to the convection-diffusion [17,18] and Burgers equations [19].…”
Section: Discussionmentioning
confidence: 99%
“…Let be a vector of dependent variables ( , u, T in strong form and , u, T, x x , q x in the weak form) and let h ∈ V be an approximation of in n xt in which V is the appropriate approximation space. Let (12) represent either (5)- (7) or (8)-(11), then we have, (13) where E is residual or error function vector due to the approximation h . Based on Reference [1], a STVC integral form of (13) can be constructed using space-time least squares finite element process (STLSFEP) and we have the following.…”
Section: Space-time Least Squares Formulation (Stlsf)mentioning
confidence: 99%
“…With the introduction of discontinuous temporal ®nite elements [13±15], novel integration schemes which lead to stable and accurate results can be derived. An interesting application to a non-linear problem was demonstrated by Cella et al [16]. Although numerical properties of the ensuing algorithm for handling nonlinear analysis are problem-dependent, generally, there are no guarantees of uniqueness and stability of the solutions, this procedure did show success in a number of cases.…”
Section: Introductionmentioning
confidence: 97%
“…[23], were developed and applied to engineering problems with an acceptable numerical cost. Some authors proposed some applications of space-time finite elements for elastodynamics such as linear viscoelasticity in the case of a 1D problem [52], a nonlinear 1D problem [10] or in the case of a linear 1D beam and truss or 2D plane strain problem [4,5]. Other applications than elastodynamics were also proposed, such as free surface problems (see [7]), compressible fluid flows [31], heat transfer problems [9,12], advection-diffusion equations [45].…”
Section: Introductionmentioning
confidence: 99%