Thermal-structural reduced order models for unsteady/dynamic response of heated structures in large deformations

IF 2.2 Q2 ENGINEERING, MULTIDISCIPLINARY
Andrew Matney , Ricardo Perez , Pengchao Song , X.Q. Wang , Marc P. Mignolet , S. Michael Spottswood
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引用次数: 1

Abstract

This paper focuses on applications of recently developed thermoelastic reduced order models (ROMs) for the geometrically nonlinear response and temperature of heated structures. In these ROMs, both displacements and temperature fields with respect to the undeformed, unheated configuration are expressed in a reduced order modeling format, i.e., as modal-type expansions of the spatial and temporal variables with constant basis functions. Accordingly, the time varying generalized coordinates of the response and temperature expansions satisfy a generic set of coupled nonlinear differential equations derived from finite deformations thermoelasticity using a Galerkin approach. Finally, the coefficients of these governing equations, which characterize the structure considered and its loading conditions, are determined from structural and thermal finite element models non intrusively so that commercial finite element software can be used. This approach is considered here for the prediction of the displacements and stress fields in the presence of unsteady temperature distributions to enrich previous investigations limited to steady temperature distributions. Specifically considered here are: (i) a panel undergoing rapid heating and (ii) an oscillating flux on a panel. These problems not only demonstrate the extension of the thermal-structural reduced order framework to unsteady problems but also show the importance of the selection of the basis functions. It is also noted that the temperature dependence of the linear stiffness coefficients on temperature can induce in the unsteady situation the existence of a parametric-type excitation of the structure. This behavior is studied in the oscillating flux example and a strong sub-harmonic resonance is in particular found. The computational benefit of using ROMs is discussed and demonstrated.

大变形加热结构非定常/动力响应的热结构降阶模型
本文重点介绍了热弹性降阶模型(ROMs)在加热结构几何非线性响应和温度方面的应用。在这些rom中,相对于未变形、未加热结构的位移和温度场都以降阶建模格式表示,即作为具有恒定基函数的空间和时间变量的模态型展开。因此,响应和温度展开式的时变广义坐标满足用伽辽金方法从有限变形热弹性中导出的一组耦合非线性微分方程。最后,这些控制方程的系数,表征所考虑的结构及其加载条件,由结构和热有限元模型非侵入性地确定,以便商业有限元软件可以使用。本文将这种方法用于非稳态温度分布下的位移和应力场预测,以丰富以往仅限于稳态温度分布的研究。这里具体考虑的是:(i)经历快速加热的面板和(ii)面板上的振荡通量。这些问题不仅证明了热结构降阶框架在非定常问题上的推广,而且表明了基函数选择的重要性。同时指出,在非定常情况下,线性刚度系数对温度的温度依赖性会导致结构存在参数型激励。在振荡磁通的例子中研究了这种行为,特别发现了强次谐波共振。讨论并论证了使用rom的计算效益。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Applications in engineering science
Applications in engineering science Mechanical Engineering
CiteScore
3.60
自引率
0.00%
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0
审稿时长
68 days
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