Leopoldo P. Franca
Stanford University
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Featured researches published by Leopoldo P. Franca.
Applied Mechanics and Engineering | 1986
Thomas J. R. Hughes; Leopoldo P. Franca; Marc Balestra
Abstract A new Petrov-Galerkin formulation of the Stokes problem is proposed. The new formulation possesses better stability properties than the classical Galerkin/variational method. An error analysis is performed for the case in which both the velocity and pressure are approximated by C 0 interpolations. Combinations of C 0 interpolations which are unstable according to the Babuska-Brezzi condition (e.g., equal-order interpolations) are shown to be stable and convergent within the present framework. Calculations exhibiting the good behavior of the methodology are presented.
Computer Methods in Applied Mechanics and Engineering | 1989
Thomas J. R. Hughes; Leopoldo P. Franca; Gregory M. Hulbert
Galerkin/least-squares finite-element methods are presented for advective-diffusive equations. Galerkin/least-squares represents a conceptual simplification of streamline-upwind Petrov-Galerkin methods, and is in fact applicable to a wide variety of other problem types. A convergence analysis and error estimates are presented. Some numerical results for compressible Navier-Stokes flows are presented.
Applied Mechanics and Engineering | 1987
Thomas J. R. Hughes; Leopoldo P. Franca
Abstract Symmetric finite element formulations are proposed for the primitive-variables form of the Stokes equations and shown to be convergent for any combination of pressure and velocity interpolations. Various boundary conditions, such as pressure, are accommodated.
Applied Mechanics and Engineering | 1986
Thomas J. R. Hughes; Leopoldo P. Franca; Michel Mallet
Results of Harten and Tadmor are generalized to the compressible Navier-Stokes equations including heat conduction effects. A symmetric form of the equations is derived in terms of entropy variables. It is shown that finite element methods based upon this form automatically satisfy the second law of thermodynamics and that stability of the discrete solution is thereby guaranteed ab initio.
Applied Mechanics and Engineering | 1988
Leopoldo P. Franca; Thomas J. R. Hughes
Abstract Finite element methods are presented in an abstract settings for mixed variational formulations. The methods are constructed by adding to the classical Galerkin method various least-squares like terms. The additional terms involve integrals over element interiors, and include mesh-parameter dependent coefficients. The methods are designed to enhance stability. Consistency is achieved in the sense that exact solutions identically satisfy the variational equations. Applied to various problems, simple finite element interpolations are rendered convergent, including convenient equal-order interpolations which are generally unstable within the Galerkin approach. The methods are subdivided into two classes according to the manner in which stability is attained: 1. (1) Circumventing Babuska-Brezzi condition methods. 2. (2) Satisfying Babuska-Brezzi condition methods. Convergence is established for each class of methods. Applications of the first class of methods to Stokes flow and compressible linear elasticity are presented. The second class of methods is applied to compressible and incompressible elasticity problems.
Applied Mechanics and Engineering | 1987
Thomas J. R. Hughes; Leopoldo P. Franca; Michel Mallet
Abstract An SUPG-type finite element method for linear symmetric multidimensional advective-diffusive systems is described and analyzed. Optimal and near optimal error estimates are obtained for the complete range of advective-diffusive behavior.
Applied Mechanics and Engineering | 1988
Thomas J. R. Hughes; Leopoldo P. Franca
Abstract A new mixed finite element formulation of Reissner-Mindlin theory is presented which improves upon the stability properties of the Galerkin formulation. General convergence theorems are proved which are uniformly valid for all values of the plate thickness, including the Poisson-Kirchhoff limit. As long as the dependent variables are interpolated with functions of sufficiently high order, the formulation is convergent. No special devices are required.
Numerische Mathematik | 1988
Leopoldo P. Franca; Thomas J. R. Hughes; Abimael F. D. Loula; Isidoro Miranda
SummaryAdding to the classical Hellinger Reissner formulation another residual form of the equilibrium equation, a new Petrov-Galerkin finite element method is derived. It fits within the framework of a mixed finite element method and is proved to be stable for rather general combinations of stress and displacement interpolations, including equal-order discontinuous stress and continuous displacement interpolations which are unstable within the Galerkin approach. Error estimates are presented using the Babuška-Brezzi theory and numerical results confirm these estimates as well as the good accuracy and stability of the method.
Applied Mechanics and Engineering | 1987
Abimael F. D. Loula; Thomas J. R. Hughes; Leopoldo P. Franca; Isidoro Miranda
Abstract A new mixed Petrov-Galerkin method is presented for the Timoshenko beam problem. The method has enhanced stability compared to the Galerkin formulation, allowing new combinations of interpolation, in particular, equal-order stress and displacement fields. The methodology is easily generalizable for multi-dimensional Hellinger-Reissner systems.
Applied Mechanics and Engineering | 1987
Abimael F. D. Loula; Thomas J. R. Hughes; Leopoldo P. Franca
Abstract Petrov-Galerkin formulations of the Timoshenko beam problem are presented. They are shown to provide the best approximation property, optimal rate of convergence, and nodally exact solution for arbitrary loading, for all values of the thickness of the beam.
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National Council for Scientific and Technological Development
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