Non-iterative explicit integration algorithms based on acceleration time history for nonlinear dynamic systems

被引:3
|
作者
Yang, Chao [1 ,2 ]
Li, Qiang [1 ]
Xiao, Shoune [3 ]
机构
[1] Beijing Jiaotong Univ, Sch Mech Elect & Control Engn, Beijing 100044, Peoples R China
[2] Rhein Westfal TH Aachen, Inst Rail Vehicles & Transport Syst, D-52074 Aachen, Germany
[3] Southwest Jiaotong Univ, State Key Lab Tract Power, Chengdu 610031, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Explicit algorithm; Time integration; Nonlinear system; Stability; Accuracy; UNCONDITIONALLY STABLE IMPLICIT; IMPROVED NUMERICAL DISSIPATION; STRUCTURAL DYNAMICS; DISCRETIZED OPERATORS; THEORETICAL DESIGN; GENERALIZED FAMILY; ARBITRARY ORDER; NEW-GENERATION; REPRESENTATIONS;
D O I
10.1007/s00419-019-01616-y
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A two-step explicit acceleration integration method (EAIM2) and a three-step explicit acceleration integration method (AIM3), which are entirely explicit time integration algorithms, are proposed based on acceleration time history. The computation efforts and costs can be observably reduced on account of avoiding matrix inversion and iteration processes in nonlinear systems. Four nonlinear systems are employed to analyze the EAIM2, the EAIM3, the HHT-method, the Newmark explicit method and the generally used Newmark method for comparison purposes. The results show that the highest orders of accuracy of the EAIM2 and the EAIM3 are all of second order. The stability of the proposed methods can remain in a critical state in undamped systems. The puny energy ratio and the periodic energy growth and decay manifest that the proposed methods are endowed with favorable nonlinear stability. The amplitude attenuation of the proposed methods is zero. The proposed methods and the CDM possess the same period elongation. The period error of the proposed methods is smaller than that of the Newmark method in the stability interval. The EAIM2 and the EAIM3 possess the lowest computation efforts at the same accuracy level in the above-mentioned integration methods.
引用
收藏
页码:397 / 413
页数:17
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