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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 62 (1992), S. 439-463 
    ISSN: 0945-3245
    Keywords: 65N30
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Notes: Summary We consider the finite element approximation of the 2D elasticity problem when the Poisson ratiov is close to 0.5. It is well-known that the performance of certain commonly used finite elements deteriorates asv→0, a phenomenon calledlocking. We analyze this phenomenon and characterize the strength of the locking androbustness of varioush-version schemes using triangular and rectangular elements. We prove that thep-andh-p versions are free of locking with respect to the error in the energy norm. A generalization of our theory to the 3D problem is also discussed.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 76 (1997), S. 209-230 
    ISSN: 0945-3245
    Keywords: Mathematics Subject Classification (1991): 65F10, 65G99, 65L10, 65L12, 65N22
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Notes: Summary. The one-dimensional discrete Poisson equation on a uniform grid with $n$ points produces a linear system of equations with a symmetric, positive-definite coefficient matrix. Hence, the conjugate gradient method can be used, and standard analysis gives an upper bound of $O(n$ ) on the number of iterations required for convergence. This paper introduces a systematically defined set of solutions dependent on a parameter $\beta$ , and for several values of $\beta$ , presents exact analytic expressions for the number of steps $k(\beta,\tau,n$ ) needed to achieve accuracy $\tau$ . The asymptotic behavior of these expressions has the form $O(n^{\alpha$ )} as $n \rightarrow \infty$ and $O(\tau^{\gamma$ )} as $\tau \rightarrow 0$ . In particular, two choices of $\beta$ corresponding to nonsmooth solutions give $\alpha = 0$ , i.e., iteration counts independent of $n$ ; this is in contrast to the standard bounds. The standard asymptotic convergence behavior, $\alpha = 1$ , is seen for a relatively smooth solution. Numerical examples illustrate and supplement the analysis.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 20 (1973), S. 179-192 
    ISSN: 0945-3245
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Notes: Summary The Dirichlet problem for second order differential equations is chosen as a model problem to show how the finite element method may be implemented to avoid difficulty in fulfilling essential (stable) boundary conditions. The implementation is based on the application of Lagrangian multiplier. The rate of convergence is proved.
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 16 (1971), S. 322-333 
    ISSN: 0945-3245
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 37 (1981), S. 257-277 
    ISSN: 0945-3245
    Keywords: AMS(MOS): 65N30 ; CR: 5.17
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Notes: Summary In theh-version of the finite element method, convergence is achieved by refining the mesh while keeping the degree of the elements fixed. On the other hand, thep-version keeps the mesh fixed and increases the degree of the elements. In this paper, we prove estimates showing the simultaneous dependence of the order of approximation on both the element degrees and the mesh. In addition, it is shown that a proper design of the mesh and distribution of element degrees lead to a better than polynomial rate of convergence with respect to the number of degrees of freedom, even in the presence of corner singularities. Numerical results comparing theh-version,p-version, and combinedh-p-version for a one dimensional problem are presented.
    Type of Medium: Electronic Resource
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  • 6
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 20 (1972), S. 1-21 
    ISSN: 0945-3245
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Notes: Abstract This paper is concerned with the rate of convergence of the finite element method on polygonal domains in weighted Sobolev spaces. It is shown that the use of different spaces of trial and test functions will restrict the usual low rate of convergence to a neighborhood of each vertex of the polygonal domain.L 2-convergence and lower bounds on the error are also studied.
    Type of Medium: Electronic Resource
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  • 7
    Electronic Resource
    Electronic Resource
    Springer
    Numerische Mathematik 77 (1997), S. 501-533 
    ISSN: 0945-3245
    Keywords: Mathematics Subject Classification (1991): 65N12, 65N15, 65N30
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mathematics
    Notes: Summary. The dimensional reduction method for solving boundary value problems of Helmholtz's equation in domain $\Omega^d:=\Omega\times (-d,d)\subset {\Bbb R}^{n+1}$ by replacing them with systems of equations in $n-$ dimensional space are investigated. It is proved that the existence and uniqueness for the exact solution $u$ and the dimensionally reduced solution $u_N$ of the boundary value problem if the input data on the faces are in some class of functions. In addition, the difference between $u$ and $u_N$ in $H^1(\Omega^d)$ is estimated as $d$ and $N$ are fixed. Finally, some numerical experiments in a domain $\Omega=(0,1)\times (0,1)$ are given in order to compare theretical results.
    Type of Medium: Electronic Resource
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  • 8
    Electronic Resource
    Electronic Resource
    Springer
    Computing 5 (1970), S. 207-213 
    ISSN: 1436-5057
    Source: Springer Online Journal Archives 1860-2000
    Topics: Computer Science
    Description / Table of Contents: Zusammenfassung Numerische Lösungen von Randwertproblemen elliptischer Gleichungen mit diskontinuierlichen Koeffizienten sind von besonderem Interesse. In jenem Fall, wo die „Sprungfläche” (d. h. die Fläche der Sprungstelle der Koeffizienten) genügend glatt ist, ist auch die Lösung normalerweise glatt (außer auf der „Sprungfläche” selbst). Es bereitet einige Schwierigkeiten, einen hohen Grad von Genauigkeit zu erzielen, speziell, wenn die „Sprungstelle” nicht mit den Elementen zusammenfällt (in der Methode der finiten Elemente). In diesem Fall liegt die Norm des Fehlers in dem RaumW1/2 in der Größenordnung vonh 1/2 (siehe z. B. [1]) und im eindimensionalen Fall kann man leicht erkennen, daß die Genauigkeit nicht verbessert werden kann. In dieser Arbeit wird ein Weg (ähnlich [2]) gezeigt, welcher diese Schwierigkeit vermeidet. Der vorgeschlagene Weg wird an einem Modellfall erläutert — dasDirichlet-Problem mit einer Sprungfläche für dieLaplace-Gleichung; dadurch werden rein technische Schwierigkeiten vermieden. Die Randfläche und die „Sprungfläche” werden glatt genug angenommen. Eine hinreichende Bedingung für die Glattheit kann angegeben werden.
    Notes: Summary Numerical solutions of boundary value problems for elliptic equations with discontinuous coefficients are of special interest. In the case when the interface (i.e. the surface of the discontinuity of the coefficients) is smooth enough, then also the solution is usually very smooth (except on the interface). To obtain a high order of accuracy presents some difficulty, especially if the interface does not fit with the elements (in the finite element method). In this case the norm of the error in the spaceW1/2 is of the orderh 1/2 (see e.g. [1]) and on one dimensional case it is easy to see that the accuracy cannot be improved. In this paper we shall show an approach which avoids this difficulty. The idea is similar to [2]. We shall show the proposed approach on a model problem — theDirichlet problem with an interface forLaplace equation; this will avoid pure technical difficulties. The boundary of the domain and the interface will be assumed smooth enough. The sufficient condition for the smoothnees can be determined.
    Type of Medium: Electronic Resource
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  • 9
    Electronic Resource
    Electronic Resource
    Springer
    Computing 6 (1970), S. 264-273 
    ISSN: 1436-5057
    Source: Springer Online Journal Archives 1860-2000
    Topics: Computer Science
    Description / Table of Contents: Zusammenfassung Die Konvergenzgeschwindigkeit der Methode der endlichen Elemente wird grundsätzlich durch die Ecken der Grenze beeinflußt. In der Arbeit wird gezeigt, daß man durch geeignetes Verfeinern in der Umgebung der Ecken dieselbe Konvergenz der Methode der endlichen Elemente erzielen kann, wie im Falle eines Gebietes mit glatter Grenze.
    Notes: Summary The rate of convergence of the finite element method is greatly influenced by the existence of corners on the boundary. The paper shows that proper refinement of the elements around the corners leads to the rate of convergence which is the same as it would be on domain with smooth boundary.
    Type of Medium: Electronic Resource
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  • 10
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 38 (1995), S. 2135-2163 
    ISSN: 0029-5981
    Keywords: FEM ; h-p version ; stress intensity factors ; damage tolerance assessment ; Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: We develop effective approaches with which complex three-dimensional components may be analysed with a high and virtually guaranteed accuracy. The main computational tool is a h-p version of FEM practically realized with the p-version program STRIPE having a mesh generator for automatic mesh refinement at edges and vertices. Use of advanced extraction methods and new theoretical approaches give exponential convergence rates for accuracies in all engineering data of interest. New methods for reliable calculation of local stresses and stress intensity data at edges and vertices to be used for fatigue dimensioning at fillets, damage tolerance assessment of three-dimensional flaws, etc., are given. A complex real-life problem is reliably analysed in order to demonstrate the practical usefulness of the procedures advocated. The technical details will be given in forthcoming papers.
    Additional Material: 17 Ill.
    Type of Medium: Electronic Resource
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