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Showing papers on "Smoothed finite element method published in 1987"




Book
01 Jan 1987
TL;DR: This paper presents a method for approximating boundary value problems of finite element bases using B-splines, and shows how this method can be modified for multigrid systems.
Abstract: Preface 1. Introduction 2. Basic finite element concepts 3. B-splines 4. Finite element bases 5. Approximation with weighted splines 6. Boundary value problems 7. Multigrid methods 8. Implementation Appendix Notation and symbols Bibliography Index.

420 citations


Journal ArticleDOI
TL;DR: In this article, an SUPG-type finite element method for linear symmetric multidimensional advective-diffusive systems is described and analyzed, and optimal and near optimal error estimates are obtained for the complete range of ADD behavior.
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.

323 citations


Book
11 Jan 1987
TL;DR: The emphasis is on theory, programming and appilications to show exactly how Finite Element Method can be applied to quantum mechanics, heat transfer and fluid dynamics.
Abstract: The emphasis is on theory, programming and appilications to show exactly how Finite Element Method can be applied to quantum mechanics, heat transfer and fluid dynamics. For engineers, physicists and mathematicians with some mathematical sophistication.

313 citations


Book
01 Jan 1987
TL;DR: The Basic Framework for Stationary Problems is a framework for solving sparse linear systems with some model PDEs and the finite element method for general BVPs is used.
Abstract: Preface Part I. The Basic Framework for Stationary Problems: 1. Some model PDEs 2. The weak form of a BVP 3. The Galerkin method 4. Piecewise polynomials and the finite element method 5. Convergence of the finite element method Part II. Data Structures and Implementation: 6. The mesh data structure 7. Programming the finite element method: Linear Lagrange triangles 8. Lagrange triangles of arbitrary degree 9. The finite element method for general BVPs Part III. Solving the Finite Element Equations: 10. Direct solution of sparse linear systems 11. Iterative methods: Conjugate gradients 12. The classical stationary iterations 13. The multigrid method Part IV. Adaptive Methods: 14. Adaptive mesh generation 15. Error estimators and indicators Bibliography Index.

214 citations



Journal ArticleDOI
TL;DR: It appears that the proper finite element equivalents of second-order finite difference schemes are implicit methods of incremental type having third- and fourth-order global accuracy on uniform meshes (Taylor-Galerkin methods).

131 citations


Journal ArticleDOI
TL;DR: In this paper, transient solution algorithms for finite element simulations of viscoelastic problems involving fractional integrodifferential operators are developed for the Grunwald-Liouville-Riemann formalism.
Abstract: This paper considers the development of transient solution algorithms for finite element simulations of viscoelastic problems involving fractional integrodifferential operators. Specifically, numerical approximations are developed for the Grunwald-Liouville-Riemann formalism. This includes establishing formal error estimations. Based on the numerical representations of the fractional operators, implicit, explicit and predictor corrector type transient algorithms are derived for viscoelastic finite element simulations. To illustrate their computational properties, the results of several numerical benchmark experiments are presented. These emphasize the efficiency and stability of the various algorithms developed.

126 citations


Journal ArticleDOI
TL;DR: In this paper, the static and dynamic behavior of helicopter blades is investigated using a finite element approach, and a three-dimensional beam element including shear and waroine deformations of a thin-walled beam made of anisotropic material is formulated far arbitrarily.
Abstract: The static and dynamic behavior of helicopter blades is investigated using a fmite element approach. This paper focuses on the development of an accurate geometric and structural model of the blade as a first step toward the complete analysis of the aeroelastic problem. A three-dimensional isaparametrie beam element including shear and waroine deformations of a thin-walled beam made of anisotropic material is formulated far arbitrarily . large deflections and rotations. Rotating and non-rotating frequencies far small amplitude vibrations are also presented. The predictions of this model are found in good agreement with experimentally measured deflections and vibration frequencies. Specific advantages of this finite element solution procedure are as follows: the formal derivation of the com~lex nonlinear equations of motion of the problem is not required, all the nonlinear terms are dealt with in a rational fashion bypassing the need for an ordering scheme, the complex struchrral behavior of the blade is accurately modeled, and finally both the undeformed and deformed geometry of the blade as well as other specific details of the rotor configuration are taken into account in a natural fashion.

72 citations


Journal ArticleDOI
TL;DR: In this article, a new class of error indicators and estimators for the finite element methods has been introduced which are particularly easy to implement into existing finite element codes and prove that the new indicators are equivalent to those analysed earlier by Babuska, thus showing that the rigorous mathematical results for the well-known jump indicator apply also for the new ones.
Abstract: Recently, a new class of error indicators and estimators for the finite element methods has been introduced which is particularly easy to implement into existing finite element codes. This paper proves that the new indicators are equivalent to those analysed earlier by Babuska, thus showing that the rigorous mathematical results for the well-known jump indicator apply also for the new ones.

Journal ArticleDOI
TL;DR: In this article, a finite element analysis tool for modeling the thermoforming and blow molding of 2D and axisymmetric shapes is described, where the hot polymer is modeled as a nonlinear elastic, incompressible, membrane.

Journal ArticleDOI
TL;DR: In this paper, a two-dimensional finite element formulation for imbricate nonlocal strain-softening continum is presented and numerically demonstrated, which is characterized by generating proper integer matrices that give the numbers of the nodes for each finite element and the number of the imbricates overlapping each local element.
Abstract: A two-dimensional finite element formulation for imbricate nonlocal strain-softening continum is presented and numerically demonstrated. The only difference from the usual, local finite element codes is that certain finite elements are imbricated, i.e., they regularly overlap while skipping the intermediate mesh nodes. The element imbrication is characterized by generating proper integer matrices that give the numbers of the nodes for each finite element and the numbers of the imbricate elements overlapping each local element. The number of unknown displacements remains the same as for a local finite element code, while the number of finite elements approximately doubles. Numerical results show that stable two-dimensional strain-softening zones of multiple-element width can be obtained, and that the solution exhibits proper convergence as the mesh is refined. The convergence is demonstrated for the load-displacement diagrams, for the strain profiles across the strain-softening band, and for the total energy dissipated by cracking. It is also shown that the local formulations exhibit incorrect convergence; they converge to solutions for which the energy dissipation due to failure is zero, which is physically unacceptable. Stability problems due to strain-softening are avoided by making the loading steps so small that no two mutually nonoverlapping elements may enter the strain-softening regime within the same load step.

01 Mar 1987
TL;DR: The adaptive mesh regeneration procedure appears to offer the possibility of large computational savings in three dimensional flow computation.
Abstract: The problems of mesh generation and developing effective algorithms for the solution of the equations of compressible flow on unstructured meshes are discussed. Adaptive mesh refinement methods can be implemented in a straightforward manner. Possible adaptive strategies are examined. A finite element method adapted to problems involving high speed compressible flow is described. The adaptive mesh regeneration procedure appears to offer the possibility of large computational savings in three dimensional flow computation.

Journal ArticleDOI
TL;DR: Adaptive finite element procedures are presented for the analysis of broad classes of two-dimensional problems in viscoplasticity which involve internal state variables and several a posteriori error estimates are developed.



12 May 1987
TL;DR: The experimental system described solves both problems in 2-D through spatial and analytical substructuring techniques that are now being extended into 3-D.
Abstract: Two problems must be solved if the finite element method is to become a reliable and affordable blackbox engineering tool. Finite element meshes must be generated automatically from computer aided design databases and mesh analysis must be made self-adaptive. The experimental system described solves both problems in 2-D through spatial and analytical substructuring techniques that are now being extended into 3-D.


01 Jan 1987
TL;DR: A computational strategy is proposed for maximizing the degree of parallelism at different levels of the finite element analysis process including: 1) formulation level (through the use of mixed finite element models); 2) analysis level; 3) numerical algorithm level; and 4) implementation level.
Abstract: A brief review is made of the fundamental concepts and basic issues of parallel processing. Discussion focuses on parallel numerical algorithms, performance evaluation of machines and algorithms, and parallelism in finite element computations. A computational strategy is proposed for maximizing the degree of parallelism at different levels of the finite element analysis process including: 1) formulation level (through the use of mixed finite element models); 2) analysis level (through additive decomposition of the different arrays in the governing equations into the contributions to a symmetrized response plus correction terms); 3) numerical algorithm level (through the use of operator splitting techniques and application of iterative processes); and 4) implementation level (through the effective combination of vectorization, multitasking and microtasking, whenever available).

Journal ArticleDOI
TL;DR: In this paper, a qualitative method allowing the determination of dominant errors in a non-dissipative finite element model is presented, which is based on the simultaneous use of the orthonormal relationships satisfied respectively by the eigenmodes derived from the model and from the structure itself.


Book ChapterDOI
01 Jan 1987
TL;DR: In this article, a numerical analysis of thin shell problems according to the Koiter's equations is presented, which is essentially based upon some of our works on numerical analyses of thin shells.
Abstract: This paper is essentially based upon some of our works on numerical analysis of thin shell problems according to Koiter’s equations.



Journal ArticleDOI
TL;DR: In this article, the authors demonstrate the mechanics of these concepts using the simplest shear: flexible beam element (linear Timoshenko beam element) as13; exilayle, and verily its apriori projections through digital computations.

01 Mar 1987
TL;DR: Computational complexity of various versions of the finite element method in relation to the achieved accuracy of the infinite element solution is discussed.
Abstract: : This paper discusses computational complexity of various versions of the finite element method in relation to the achieved accuracy of the finite element solution.

Book
01 Jan 1987
TL;DR: The Finite Element Idealization Task Committee report as discussed by the authors is a comprehensive aid for modeling structures for finite element analysis and the application of general purpose finite element programs to perform complex static and dynamic analysis in engineering practice.
Abstract: This report by the Finite Element Idealization Task Committee is a comprehensive aid for modeling structures for finite element analysis. The first part covers static analysis. Aspects of dynamic analysis are covered in the second part. In both parts, separate chapters review basic information on finite element models, analysis methods, preprocessing techniques and postprocessing and interpretation of output results. Separate chapters with specific modeling guidelines are included. This book deals directly with the task of idealization of structures for finite element analysis and the application of general purpose finite element programs to perform complex static and dynamic analysis in engineering practice.

Book ChapterDOI
01 Jan 1987
TL;DR: Finite dynamic element methods were introduced by Premieniecki [11] and were studied by Paz and Dung [10], K.K Gupta [5, 67, 8, 9], Fricker [2], A.K. Gupta [4] among others as discussed by the authors.
Abstract: Finite dynamic element methods were introduced by Premieniecki [11] and were studied by Paz and Dung [10], K.K. Gupta [5, 67, 8, 9], Fricker [2], A.K. Gupta [4] among others.