An improved implicit time integration algorithm: The generalized composite time integration algorithm

被引:93
|
作者
Kim, Wooram [1 ]
Choi, Su Yeon [1 ]
机构
[1] Korea Army Acad Yeongcheon, Dept Mech Engn, Yeongcheon Si 38900, Gyeongsangbuk D, South Korea
关键词
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; DIFFERENTIAL QUADRATURE METHOD; NONLINEAR DYNAMICS; 2ND-ORDER; ENERGY; MOMENTUM;
D O I
10.1016/j.compstruc.2017.10.002
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
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.
引用
收藏
页码:341 / 354
页数:14
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