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  • 11
    Electronic Resource
    Electronic Resource
    Springer
    Computational mechanics 13 (1993), S. 68-73 
    ISSN: 1432-0924
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract Considerable work has been done by many investigators recently in the use of particular solution collocation methods which effectively replace the domain integrals by BEM solutions with modified boundary conditions. This technique enables us to avoid the domain integral which is the major advantage of BEM formulation. For an arbitrary distributed inhomogeneous domain term one idea is to choose a series of basis functions for which a particular solution can be found without difficulty, and then use these basis functions to interpolate the inhomogeneous term. It was pointed out that the success of the proposed particular solution method is strongly dependent on the choice of the basis function (Nardini and Brebbia, 1985; Balaš and Sládeks, 1989). Tang and Brebbia (1989) compared the radial basis function with Fourier series basis function (Gründemann, 1989) and obtained the same conclusion. We are not aware of any mathematical analysis on this topic. In the paper presented here, a mathematical error analysis for thermoelasticity is done. The examples show that if there is a domain source distribution or the problem is a transient thermal conduction problem, the boundary data only is not sufficient to define the problem. In this case, the domain collocation points are very important for correct and accurate solutions.
    Type of Medium: Electronic Resource
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  • 12
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 36 (1993), S. 2643-2659 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The paper presented here reviews the numerical techniques used currently to calculate the singular integrals and nearly singular integrals in the boundary element analysis. Some incorrect algorithms published before are discussed and a new numerical technique to calculate the nearly singular integral is developed. The numerical results show a significant improvement in both accuracy and efficiency compared to the traditional adaptive Gaussian quadrature and subdivision techniques.
    Additional Material: 1 Ill.
    Type of Medium: Electronic Resource
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  • 13
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 37 (1994), S. 2041-2072 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The work reported herein develops a generalized traction-BIE formulation which involves only weakly singular integrals (in the three-dimensional problem) or totally regular integrals (in the two-dimensional problem). The first step deals with the terms in the Somigliana displacement identity, and then the derivatives of these terms. The only conditions required for the existence of the traction-BIE and the related Somigliana stress identity are weak continuity of the in-plane derivatives of the surface displacements and of the surface tractions. It is shown that the Cauchy Principal Value (CPV) interpretations so commonly used in BIE developments are unnecessary. The formulation is established not only at a smooth boundary point, but also at a corner point. The extension of the non-singular formulation to discontinuous boundary tractions and tangential derivatives of the boundary displacements applicable to a generalized problem statement as well as the usual BEM implementations is also shown. In the demonstrated formulation, the source points are located directly at the boundary nodes and non-conformal elements are not needed.
    Additional Material: 17 Ill.
    Type of Medium: Electronic Resource
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