1986
DOI: 10.1007/978-94-010-9333-0
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Finite Element Methods and Navier-Stokes Equations

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Cited by 255 publications
(185 citation statements)
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“…It can also be extended to general threedimensional domains, where the construction of the locally-divergence basis is more complicated (cf. Section 9.3 of [10]). …”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…It can also be extended to general threedimensional domains, where the construction of the locally-divergence basis is more complicated (cf. Section 9.3 of [10]). …”
Section: Discussionmentioning
confidence: 99%
“…For a simply connected Ω, there exists a completely local basis for V h consisting of vector fields tangential to the edges of T h and vector fields representing rotations around the vertices of T h [18,10]. For a multiply connected domain, the basis of V h involves vector fields along cuts that reduce Ω to a simply connected domain, in addition to local vector fields.…”
Section: Locally Divergence-free Vector Fields On Graded Meshesmentioning
confidence: 99%
“…The Stokes equations are solved with SIMPLE (Patankar, 1980). Peter van Keken (UM) uses a finite element approach based on the Sepran software (Cuvelier et al, 1986)(dutita0.twi.tudelft.nl/ sepran/sepran.html). Linear triangles with SUPG (using the double asymptotic approach) are used for the heat equation.…”
Section: Contributing Codesmentioning
confidence: 99%
“…html). The momentum equation is solved on quadratic triangular elements using a penalty function method [Cuvelier et al, 1986]. The strain rate dependence of viscosity necessitates iterative solution of the momentum and viscosity equations.…”
Section: Convection Equationsmentioning
confidence: 99%