摘要
An explicit time integration scheme based on quartic B-splines is presented for solving linear structural dynamics problems. The scheme is of a one-parameter family of schemes where free algorithmic parameter controls stability, accuracy and numerical dispersion. The proposed scheme possesses at least second-order accuracy and at most third-order accuracy. A 2D wave problem is analyzed to demonstrate the effectiveness of the proposed scheme in reducing high-frequency modes and retaining low-frequency modes. Except for general structural dynamics, the proposed scheme can be used effectively for wave propagation problems in which numerical dissipation is needed to reduce spurious oscillations.
源语言 | 英语 |
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页(从-至) | 403-418 |
页数 | 16 |
期刊 | Computational Mechanics |
卷 | 59 |
期 | 3 |
DOI | |
出版状态 | 已出版 - 1 3月 2017 |