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Numerically dissipative time integration algorithms for structural dynamics

Posted on:1993-04-25Degree:Ph.DType:Dissertation
University:University of MichiganCandidate:Chung, JintaiFull Text:PDF
GTID:1478390014495418Subject:Applied mechanics
Abstract/Summary:
New dissipative time integration algorithms are presented for solving systems of second-order ordinary differential equations that typically arise from the spatial discretization of elastodynamics problems. The new algorithms are: (1) a family of implicit generalized-;The implicit generalized-;The explicit generalized-;The implicit single-step Houbolt method is unconditionally stable, second-order accurate and asymptotically annihilating. It is spectrally equivalent to Houbolt's method but is cast in the more convenient single-step form rather than multi-step form. An explicit predictor-corrector algorithm based upon the new implicit scheme is spectrally equivalent to the central difference method. The two algorithms are merged into an implicit-explicit method, resulting in an improved algorithm for solving structural dynamics problems composed of "soft" and "stiff" domains.
Keywords/Search Tags:Algorithms, Implicit, Method
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