2023
DOI: 10.1002/nme.7241
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Time‐continuous and time‐discontinuous space‐time finite elements for advection‐diffusion problems

Abstract: We construct four variants of space‐time finite element discretizations based on linear tensor‐product and simplex‐type finite elements. The resulting discretizations are continuous in space, and continuous or discontinuous in time. In a first test run, all four methods are applied to a linear scalar advection‐diffusion model problem. Then, the convergence properties of the time‐discontinuous space‐time finite element discretizations are studied in numerical experiments. Advection velocity and diffusion coeffi… Show more

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Cited by 5 publications
(3 citation statements)
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“…A systematic comparison of time-continuous and time-discontinuous space-time formulations has been performed for advection-diffusion problems. 1 However, as we would like to stress again, the time-continuous description is essential to directly apply established MOR techniques to deforming domain problems later.…”
Section: (B)mentioning
confidence: 99%
“…A systematic comparison of time-continuous and time-discontinuous space-time formulations has been performed for advection-diffusion problems. 1 However, as we would like to stress again, the time-continuous description is essential to directly apply established MOR techniques to deforming domain problems later.…”
Section: (B)mentioning
confidence: 99%
“…It is worth noting that the discretization described here can be categorized into the Time-discontinuous prismatic space-time method according to von Danwitz et al 52 For constructing a system of equations for 2-D problems, (28a) is reshaped as…”
Section: Finite Element Discretizationmentioning
confidence: 99%
“…Figure 14 plots the variations in radial-stress (𝜎 rr ) and hoop-stress (𝜎 𝜃𝜃 ) with the radial distance in the hypoelastic cylinder along with the exact solution (Equation 52). It is worth mentioning that in the case of hyperelastic material, analytical solutions, such as Equation (52), cannot be obtained. Therefore, in Figure 15, the computed stress is plotted along with the stress at the initial stage (𝜙 = 0).…”
Section: F I G U R E 13mentioning
confidence: 99%