A novel explicit three-sub-step time integration method for wave propagation problems

被引:0
作者
Huimin Zhang
Runsen Zhang
Andrea Zanoni
Yufeng Xing
Pierangelo Masarati
机构
[1] Beihang University,School of Aeronautic Science and Engineering
[2] Politecnico di Milano,Dipartimento di Scienze e Tecnologie Aerospaziali
来源
Archive of Applied Mechanics | 2022年 / 92卷
关键词
Explicit; Three-sub-step; Time integration method; Wave propagation problems;
D O I
暂无
中图分类号
学科分类号
摘要
A novel explicit three-sub-step time integration method is proposed. From linear analysis, it is designed to have at least second-order accuracy, tunable stability interval, tunable algorithmic dissipation and no overshooting behaviour. A distinctive feature is that the size of its stability interval can be adjusted to control the properties of the method. With the largest stability interval, the new method has better amplitude accuracy and smaller dispersion error for wave propagation problems, compared with some existing second-order explicit methods, and as the stability interval narrows, it shows improved period accuracy and stronger algorithmic dissipation. By selecting an appropriate stability interval, the proposed method can achieve properties better than or close to existing second-order methods, and by increasing or reducing the stability interval, it can be used with higher efficiency or stronger dissipation. The new method is applied to solve some illustrative wave propagation examples, and its numerical performance is compared with those of several widely used explicit methods.
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页码:821 / 852
页数:31
相关论文
共 80 条
[1]  
Arnold M(2007)Convergence of the generalized- Multibody Syst. Dyn. 18 185-202
[2]  
Brüls O(2007) scheme for constrained mechanical systems Computers Struct. 85 437-445
[3]  
Bathe KJ(2005)Conserving energy and momentum in nonlinear dynamics: a simple implicit time integration scheme Computers Struct. 83 2513-2524
[4]  
Bathe KJ(1993)On a composite implicit time integration procedure for nonlinear dynamics J. Appl. Mech. 60 371-375
[5]  
Baig MMI(1994)A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized- Int. J. Numer. Methods Eng. 37 3961-3976
[6]  
Chung J(1963) method BIT Numer. Math. 3 27-43
[7]  
Hulbert G(2001)A new family of explicit time integration methods for linear and non-linear structural dynamics Int. J. Numer. Methods Eng. 50 1429-1454
[8]  
Chung J(1978)A special stability problem for linear multistep methods Earthq. Eng. Struct. Dyn. 6 99-117
[9]  
Lee JM(1977)Solving initial value problems by differential quadrature method. part 2: second-and higher-order equations Earthq. Eng. Strut. Dyn. 5 283-292
[10]  
Dahlquist GG(1996)Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics Computer Methods Appl. Mech. Eng. 137 175-188