Stochastic sensitivity analysis of coupled acoustic-structural systems under non-stationary random excitations

被引:2
|
作者
Shang, Linyuan [1 ]
Zhai, Jingjuan [1 ]
Zhao, Guozhong [2 ]
机构
[1] Shenyang Aerosp Univ, Coll Aerosp Engn, Shenyang 110136, Peoples R China
[2] Dalian Univ Technol, Dept Engn Mech, State Key Lab Struct Anal Ind Equipments, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Coupled acoustic-structural system; Sensitivity analysis; Non-stationary random excitation; Pseudo excitation method; RANDOM VIBRATION ANALYSIS; HIGHLY EFFICIENT; INTERVAL; OPTIMIZATION; ACCURATE;
D O I
10.1016/j.jfluidstructs.2020.103093
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a new sensitivity analysis method for coupled acoustic-structural systems subjected to non-stationary random excitations. The integral of the response power spectrum density (PSD) of the coupled system is taken as the objective function. The thickness of each structural element is used as a design variable. A time-domain algorithm integrating the pseudo excitation method (PEM), direct differentiation method (DDM) and high precision direct (HPD) integration method is proposed for the sensitivity analysis of the objective function with respect to design variables. Firstly, the PEM is adopted to transform the sensitivity analysis under non-stationary random excitations into the sensitivity analysis under pseudo transient excitations. Then, the sensitivity analysis equation of the coupled system under pseudo transient excitations is derived based on the DDM. Moreover, the HPD integration method is used to efficiently solve the sensitivity analysis equation under pseudo transient excitations in a reduced-order modal space. Numerical examples are presented to demonstrate the validity of the proposed method. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:14
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