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Finite element methods for second order differential equations with significant first derivatives
548
Citations
4
References
1976
Year
Numerical AnalysisEngineeringQuadratic Basis FunctionsMechanical EngineeringStructural OptimizationComputational MechanicsNumerical ComputationNumerical SimulationApproximation TheoryBoundary Element MethodMethod Of Fundamental SolutionMesh SizeFinite Element MethodsSignificant First DerivativesNumerical Method For Partial Differential EquationFinite Element MethodNumerical TreatmentStructural MechanicsFirst Order Terms
Abstract Galerkin finite element methods based on symmetric pyramid basis functions give poor accuracy when applied to second order elliptic equations with large coefficients of the first order terms. This is particularly so when the mesh size is such that oscillations are present in the numerical solution. In the present note asymmetric linear and quadratic basis functions are introduced and shown to overcome this difficulty in an appropriate two point boundary value problem. In particular symmetric quadratic basis functions are oscillation free and highly accurate for a working range of mesh sizes.
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