Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure

Nonlinear structural dynamic analysis is required for mechanical structures experiencing nonlinearity through large force-vibration response ranges. Nonlinearities can be caused by large vibration displacements, material properties, or joints. Experimental modal analysis for nonlinear detection is a...

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Published in:International Journal of Automotive and Mechanical Engineering
Main Author: Bahari A.R.; Yunus M.A.; Rani M.N.A.; Yahya Z.; Rahim M.A.
Format: Article
Language:English
Published: Universiti Malaysia Pahang 2023
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85174974030&doi=10.15282%2fijame.20.3.2023.05.0819&partnerID=40&md5=68e0125e5d4279973f135ccbdf364847
id 2-s2.0-85174974030
spelling 2-s2.0-85174974030
Bahari A.R.; Yunus M.A.; Rani M.N.A.; Yahya Z.; Rahim M.A.
Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
2023
International Journal of Automotive and Mechanical Engineering
20
3
10.15282/ijame.20.3.2023.05.0819
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85174974030&doi=10.15282%2fijame.20.3.2023.05.0819&partnerID=40&md5=68e0125e5d4279973f135ccbdf364847
Nonlinear structural dynamic analysis is required for mechanical structures experiencing nonlinearity through large force-vibration response ranges. Nonlinearities can be caused by large vibration displacements, material properties, or joints. Experimental modal analysis for nonlinear detection is achieved using conventional force-controlled stepped sine testing. However, this approach often encounters premature jumps in frequency response curves before reaching actual resonance peaks. In recent years, response-controlled stepped sine testing (RCT) has been introduced to quantify resonant peaks precisely. This approach, however, has only been limitedly utilised to detect and analyse nonlinearity in jointed structures and structures experiencing large displacement. In this paper, the reliability of the RCT approach is assessed for detecting nonlinearity from different sources. The experimental setup involves placing two magnets on opposite sides of a plate’s free end to induce localised nonlinearity through magnet attraction. A low force magnitude of random excitation is employed to identify the frequency range of the first vibration mode using an electromagnetic shaker. Subsequently, RCT is performed within this range to measure the nonlinear forced response. Frequency response functions are measured at ten different controlled displacement amplitudes at the driving point. The analysis observed a symmetry curve of response in the measured FRFs. The results indicate that nonlinear hardening is detected at structures with localised magnet attraction. In conclusion, the reliability of applying the RCT approach for detecting nonlinearity from magnet attraction is achieved due to the absence of a jump issue in FRFs. © The Authors 2023. Published by Universiti Malaysia Pahang Publishing. This is an open access article under the CC BY-NC 4.0 license
Universiti Malaysia Pahang
22298649
English
Article
All Open Access; Gold Open Access
author Bahari A.R.; Yunus M.A.; Rani M.N.A.; Yahya Z.; Rahim M.A.
spellingShingle Bahari A.R.; Yunus M.A.; Rani M.N.A.; Yahya Z.; Rahim M.A.
Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
author_facet Bahari A.R.; Yunus M.A.; Rani M.N.A.; Yahya Z.; Rahim M.A.
author_sort Bahari A.R.; Yunus M.A.; Rani M.N.A.; Yahya Z.; Rahim M.A.
title Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
title_short Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
title_full Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
title_fullStr Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
title_full_unstemmed Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
title_sort Reliability of Response-Controlled Stepped Sine Testing for Experimental Detection of Nonlinear Structure
publishDate 2023
container_title International Journal of Automotive and Mechanical Engineering
container_volume 20
container_issue 3
doi_str_mv 10.15282/ijame.20.3.2023.05.0819
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85174974030&doi=10.15282%2fijame.20.3.2023.05.0819&partnerID=40&md5=68e0125e5d4279973f135ccbdf364847
description Nonlinear structural dynamic analysis is required for mechanical structures experiencing nonlinearity through large force-vibration response ranges. Nonlinearities can be caused by large vibration displacements, material properties, or joints. Experimental modal analysis for nonlinear detection is achieved using conventional force-controlled stepped sine testing. However, this approach often encounters premature jumps in frequency response curves before reaching actual resonance peaks. In recent years, response-controlled stepped sine testing (RCT) has been introduced to quantify resonant peaks precisely. This approach, however, has only been limitedly utilised to detect and analyse nonlinearity in jointed structures and structures experiencing large displacement. In this paper, the reliability of the RCT approach is assessed for detecting nonlinearity from different sources. The experimental setup involves placing two magnets on opposite sides of a plate’s free end to induce localised nonlinearity through magnet attraction. A low force magnitude of random excitation is employed to identify the frequency range of the first vibration mode using an electromagnetic shaker. Subsequently, RCT is performed within this range to measure the nonlinear forced response. Frequency response functions are measured at ten different controlled displacement amplitudes at the driving point. The analysis observed a symmetry curve of response in the measured FRFs. The results indicate that nonlinear hardening is detected at structures with localised magnet attraction. In conclusion, the reliability of applying the RCT approach for detecting nonlinearity from magnet attraction is achieved due to the absence of a jump issue in FRFs. © The Authors 2023. Published by Universiti Malaysia Pahang Publishing. This is an open access article under the CC BY-NC 4.0 license
publisher Universiti Malaysia Pahang
issn 22298649
language English
format Article
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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