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An improved implicit time integration algorithm: The generalized composite time integration algorithm
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DOI：10.1016/j.compstruc.2017.10.002.png)
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摘要
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The weighted residual method is employed to develop one- and two-step time integration schemes. Newly developed time integration schemes are combined to obtain a new second-order accurate implicit time integration algorithm whose computational structure is similar to the Bathe method (Bathe and Noh, 2012). The newly developed algorithm can control algorithmic dissipation in the high frequency limit through the optimized weighting parameters. It contains only one free parameter, and always provides an identical effective stiffness matrix to the first and second sub-steps in linear analyses, which is not provided in the algorithm proposed by Kim and Reddy (2016). Various nonlinear test problems are used to investigate performance of the new algorithm in nonlinear analyses. (C) 2017 Elsevier Ltd. All rights reserved.
Keyword:
Linear and non-linear structural dynamics
Step-by-step implicit time integration method
Composite time integration
Time finite element method
Weighted residual method
Bathe method
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