An Improved Sub-Step Composite Time Integration Formulation With Enhanced Performance on Linear and Nonlinear Dynamics

被引:4
|
作者
Wen, W. B. [1 ]
Deng, S. Y. [1 ]
Liu, T. H. [1 ]
Duan, S. Y. [2 ]
Hou, W. Q. [1 ]
Xia, X. D. [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410083, Peoples R China
[2] Beijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
Structural dynamics; accuracy; time integration; implicit; COMPUTATIONAL STRUCTURAL DYNAMICS; DIFFERENTIAL QUADRATURE METHOD; NUMERICAL DISSIPATION; ALGORITHMS; SCHEMES; COLLOCATION; OVERSHOOT; 2ND-ORDER; ENERGY; FAMILY;
D O I
10.1142/S1758825121500174
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An improved time integration scheme is proposed for linear and nonlinear dynamics. The proposed scheme has two free parameters which control numerical dissipation and accuracy effectively. Basic properties including spectral stability, algorithmic accuracy, algorithmic damping, period elongation and overshooting behavior are investigated. The influences of algorithmic parameters on these properties are quantified. The effectiveness of the proposed scheme for linear and nonlinear dynamics is evaluated through some numerical examples. Analytical and numerical results demonstrate that the proposed scheme has the following significant characteristics: (1) desirable accuracy can be obtained for various linear and nonlinear problems, when compared with other effective schemes; (2) for nonlinear problems, new scheme also shows good performance; (3) the proposed scheme has simple formulation and good compatibility for various dynamic problems, and thus, is a promising candidate for practical analysis.
引用
收藏
页数:34
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