Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes

This paper seeks to examine some important outstanding theoretical issues of general nonviscously damped vibration systems. Exact frequency response functions (FRFs) have been developed based on Cauchy's residue theorem for the case of repeated eigenvalues with arbitrary multiplicities. The new...

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Main Authors: Lin, Rongming, Ng, Teng Yong
Other Authors: School of Mechanical and Aerospace Engineering
Format: Article
Language:English
Published: 2020
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Online Access:https://hdl.handle.net/10356/142451
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1424512020-06-22T06:35:06Z Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes Lin, Rongming Ng, Teng Yong School of Mechanical and Aerospace Engineering Engineering::Mechanical engineering Nonviscous Damping Frequency Response Functions This paper seeks to examine some important outstanding theoretical issues of general nonviscously damped vibration systems. Exact frequency response functions (FRFs) have been developed based on Cauchy's residue theorem for the case of repeated eigenvalues with arbitrary multiplicities. The new theory developed has not only extended the classical mode superposition principle, but also laid the necessary theoretical foundation for the modal analysis of nonviscously damped systems whose eigenvalues are nondistinct. Effective numerical methods for the computations of elastic and nonviscous modes are suggested. The unique feature, contribution and significance of nonviscous modes to FRFs have been examined and discussed. Since nonviscous modes are real and are hence similar in characteristics to structural rigid-body modes with zero frequency, a new and accurate method has been developed to lump their contributions to FRFs into a single artificial rigid-body mode, thereby eliminating the necessity of computing them which is numerically challenging. Traditional restrictions of symmetry have not been imposed on system matrices and neither state-space nor additional coordinates have been employed throughout theoretical development. Numerical examples are given to illustrate the new theory and methods developed in the paper. 2020-06-22T06:35:05Z 2020-06-22T06:35:05Z 2018 Journal Article Lin, R., & Ng, T. Y. (2019). Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes. Mechanical Systems and Signal Processing, 120, 744-764. doi:10.1016/j.ymssp.2018.10.032 0888-3270 https://hdl.handle.net/10356/142451 10.1016/j.ymssp.2018.10.032 2-s2.0-85056213791 120 744 764 en Mechanical Systems and Signal Processing © 2018 Elsevier Ltd. All rights reserved.
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic Engineering::Mechanical engineering
Nonviscous Damping
Frequency Response Functions
spellingShingle Engineering::Mechanical engineering
Nonviscous Damping
Frequency Response Functions
Lin, Rongming
Ng, Teng Yong
Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
description This paper seeks to examine some important outstanding theoretical issues of general nonviscously damped vibration systems. Exact frequency response functions (FRFs) have been developed based on Cauchy's residue theorem for the case of repeated eigenvalues with arbitrary multiplicities. The new theory developed has not only extended the classical mode superposition principle, but also laid the necessary theoretical foundation for the modal analysis of nonviscously damped systems whose eigenvalues are nondistinct. Effective numerical methods for the computations of elastic and nonviscous modes are suggested. The unique feature, contribution and significance of nonviscous modes to FRFs have been examined and discussed. Since nonviscous modes are real and are hence similar in characteristics to structural rigid-body modes with zero frequency, a new and accurate method has been developed to lump their contributions to FRFs into a single artificial rigid-body mode, thereby eliminating the necessity of computing them which is numerically challenging. Traditional restrictions of symmetry have not been imposed on system matrices and neither state-space nor additional coordinates have been employed throughout theoretical development. Numerical examples are given to illustrate the new theory and methods developed in the paper.
author2 School of Mechanical and Aerospace Engineering
author_facet School of Mechanical and Aerospace Engineering
Lin, Rongming
Ng, Teng Yong
format Article
author Lin, Rongming
Ng, Teng Yong
author_sort Lin, Rongming
title Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
title_short Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
title_full Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
title_fullStr Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
title_full_unstemmed Frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
title_sort frequency response functions and modal analysis of general nonviscously damped dynamic systems with and without repeated modes
publishDate 2020
url https://hdl.handle.net/10356/142451
_version_ 1681059673186238464