通过优化标度-1 奇异点控制孤立响应曲线

IF 4.4 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Adrien Mélot , Enora Denimal Goy , Ludovic Renson
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引用次数: 0

摘要

我们引入了一个计算框架,用于控制孤立响应曲线的位置,即不与主解分支相连、在参数空间中形成封闭曲线的响应。该方法依赖于分岔跟踪,以跟踪折叠分岔在第 2 维参数空间中的演变。奇点理论用于区分等值线的形成和合并点与 codimension-2 分岔,并提出了一个优化问题,以延迟或提前孤立响应曲线的发生或合并,或控制它们在状态/参数空间中的位置。我们用三个例子说明了这一方法:悬臂梁的有限元模型,其顶端具有立方非线性;二自由度振荡器,具有非对称性;二自由度基底激励振荡器,表现出多个孤立点。我们的研究结果表明,通过结构优化,可以有效地控制等值线形成和合并点的位置。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Control of isolated response curves through optimization of codimension-1 singularities

We introduce a computational framework for controlling the location of isolated response curves, i.e. responses that are not connected to the main solution branch and form a closed curve in parameter space. The methodology relies on bifurcation tracking to follow the evolution of fold bifurcations in a codimension-2 parameter space. Singularity theory is used to distinguish points of isola formation and merger from codimension-2 bifurcations and an optimization problem is formulated to delay or advance the onset or merger of isolated response curves or control their position in the state/parameter space. We illustrate the methodology on three examples: a finite element model of a cantilever beam with cubic nonlinearity at its tip, a two-degree-of-freedom oscillator with asymmetry and a two-degree-of-freedom base-excited oscillator exhibiting multiple isolas. Our results show that the location of points of isola formation and mergers can effectively be controlled through structural optimization.

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来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
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