3 research outputs found

    Hybrid boundary element methods in frequency and time domain

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    SIGLEAvailable from TIB Hannover: RR 6943(99-08) / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekDEGerman

    On a robust, object-oriented code for the implementation of conventional and hybrid boundary element methods

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    The Boundary Element Method (BEM) is frequently used for the numerical solution of integral equations. A classification of different types of problems to be solved accounts for the dimension of the problem, the BEM approaches and the type of partial differential equation (PDE) for the problem under consideration. Usually, a program is written that solves a special problem wherein the fundamental solution, the dimension and the BE-method are fixed. To obtain a universal program with complete flexibility in choosing the dimension, method and fundamental solution the object-oriented approach seems to be very suitable. (orig.)Available from TIB Hannover: RR 6943(96/10) / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekSIGLEDEGerman

    On the treatment of acoustical problems with the hybrid boundary element method

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    The symmetric hybrid boundary element method in the frequency and time domain is introduced for the computation of acoustic radiation and scattering in closed and infinite domains. The Hybrid Stress Boundary Element Method (HSBEM) in a frequency domain formulation is based on the dynamical Hellinger-Reissner potential and leads to a Hermitian, frequency-dependent sitffness equation. On the other hand, the Hybrid Displacement Boundary Element Method (HDBEM) for time domain starts out from Hamilton's principle formulated with the velocity potential. The field variables in both formulations are separated into boundary variables, which are approximated by piecewise polynomial functions, and domain variables, which are approximated by a superposition of singular fundamental solutions, generated by Dirac distributions, and generalized loads, that are time dependent in the transient case. The domain is modified, such that small spheres centered at the nodes are subtracted. Then the property of the Dirac distribution, now acting outside the domain, cancels the remaining domain integral in the hybrid principle and leads to a boundary integral formulation, incorporating singular integrals. In the time domain formulation, an analytical transformation is employed to transform the remaining domain integral into a boundary one. This approach results in a linear system of equations with a symmetric dynamic stiffness matrix. Examples for exterior radiation problems and a 3D example for transient wave propagation in a closed domain are presented. (orig.)Available from TIB Hannover: RR 6943(99-11) / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekSIGLEDEGerman
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