Enhanced studies on the composite sub-step algorithm for structural dynamics: The Bathe-like algorithm

被引:16
作者
Li, Jinze [1 ]
Li, Xiangyang [1 ]
Yu, Kaiping [1 ]
机构
[1] Harbin Inst Technol, Dept Astronaut Sci & Mech, 92 West Dazhi St, Harbin 150001, Peoples R China
基金
中国国家自然科学基金;
关键词
Sub-step composite algorithm; Bathe algorithm; Structural dynamics; Implicit time integration; Algorithmic mode truncation factor; TIME-INTEGRATION METHOD; IMPROVED NUMERICAL DISSIPATION; EXPLICIT; OVERSHOOT; SCHEME; FAMILY;
D O I
10.1016/j.apm.2019.11.033
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The Bathe algorithm is superior to the trapezoidal rule in solving nonlinear problems involving large deformations and long-time durations. Generally, the parameter gamma = 2 - root 2 is highly recommended due to its optimal numerical properties. This paper further studies this implicit composite sub-step algorithm and thus presents a class of the Bathe-like algorithm. It not only gives a novel family of composite algorithms whose numerical properties are the exactly same as the original Bathe algorithm with gamma = 2 - root 2. but also provides the generalized alternative to the original Bathe algorithm with any gamma. In this study, it has been shown that the Bathe-like algorithm, including the original Bathe algorithm, can reduce to two common single-step algorithms: the trapezoidal rule and the backward Euler formula. Besides, a new parameter called the algorithmic mode truncation factor is firstly defined to describe the numerical property of the Bathe-like algorithm and it can estimate which modes to be damped out. Finally, numerical experiments are provided to show the superiority of the Bathe-like algorithm over some existing methods. For example, the novel Bathe-like algorithms are superior to the original Bathe algorithm when solving the highly nonlinear pendulum. (C) 2019 Elsevier Inc. All rights reserved.
引用
收藏
页码:33 / 64
页数:32
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