Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section

In this paper, a numerical experimental study about coupled vibration and natural frequency of thin-walled beams with an arbitrary closed cross-section is presented. A new thin-walled beam dynamic transfer matrix method, named TDTMM, is presented in the frequency domain for the thin-walled beam, whi...

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Main Authors: Jianglin Yang, Ting Xu, Haolong Zhong, Meng Sun, Fei Gao
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Machines
Subjects:
Online Access:https://www.mdpi.com/2075-1702/11/2/251
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author Jianglin Yang
Ting Xu
Haolong Zhong
Meng Sun
Fei Gao
author_facet Jianglin Yang
Ting Xu
Haolong Zhong
Meng Sun
Fei Gao
author_sort Jianglin Yang
collection DOAJ
description In this paper, a numerical experimental study about coupled vibration and natural frequency of thin-walled beams with an arbitrary closed cross-section is presented. A new thin-walled beam dynamic transfer matrix method, named TDTMM, is presented in the frequency domain for the thin-walled beam, which expands the advantages of the general dynamic transfer matrix method (GDTMM). The theory takes into account the influence of warping effect, that is, both the bimoment <b><i>B</i></b> and the rate of twist <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>ϕ</mi><mo stretchy="false">(</mo><mi>x</mi><mo stretchy="false">)</mo></mrow></semantics></math></inline-formula> of the beam are considered, and the TDTMM is derived by solving the governing differential equations of motion for coupled bending and torsional vibration of the thin-walled beam. Finally, two numerical examples and one experimental example are given and compared with the GDTMM and the finite element method (FEM) results to validate the developed theory.
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spelling doaj.art-057f9d3e6c9640bd91e0deeccf56d7a82023-11-16T21:45:59ZengMDPI AGMachines2075-17022023-02-0111225110.3390/machines11020251Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-SectionJianglin Yang0Ting Xu1Haolong Zhong2Meng Sun3Fei Gao4Ji Hua Laboratory, Foshan 528200, ChinaJi Hua Laboratory, Foshan 528200, ChinaJi Hua Laboratory, Foshan 528200, ChinaJi Hua Laboratory, Foshan 528200, ChinaState Key Laboratory of Automotive Simulation and Control, Changchun 130025, ChinaIn this paper, a numerical experimental study about coupled vibration and natural frequency of thin-walled beams with an arbitrary closed cross-section is presented. A new thin-walled beam dynamic transfer matrix method, named TDTMM, is presented in the frequency domain for the thin-walled beam, which expands the advantages of the general dynamic transfer matrix method (GDTMM). The theory takes into account the influence of warping effect, that is, both the bimoment <b><i>B</i></b> and the rate of twist <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>ϕ</mi><mo stretchy="false">(</mo><mi>x</mi><mo stretchy="false">)</mo></mrow></semantics></math></inline-formula> of the beam are considered, and the TDTMM is derived by solving the governing differential equations of motion for coupled bending and torsional vibration of the thin-walled beam. Finally, two numerical examples and one experimental example are given and compared with the GDTMM and the finite element method (FEM) results to validate the developed theory.https://www.mdpi.com/2075-1702/11/2/251coupled vibrationarbitrary closed cross-sectionthin-walled beambimomentrate of twist
spellingShingle Jianglin Yang
Ting Xu
Haolong Zhong
Meng Sun
Fei Gao
Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section
Machines
coupled vibration
arbitrary closed cross-section
thin-walled beam
bimoment
rate of twist
title Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section
title_full Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section
title_fullStr Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section
title_full_unstemmed Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section
title_short Experimental and Numerical Analysis of Triply Coupled Vibration of Thin-Walled Beam with Arbitrary Closed Cross-Section
title_sort experimental and numerical analysis of triply coupled vibration of thin walled beam with arbitrary closed cross section
topic coupled vibration
arbitrary closed cross-section
thin-walled beam
bimoment
rate of twist
url https://www.mdpi.com/2075-1702/11/2/251
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AT tingxu experimentalandnumericalanalysisoftriplycoupledvibrationofthinwalledbeamwitharbitraryclosedcrosssection
AT haolongzhong experimentalandnumericalanalysisoftriplycoupledvibrationofthinwalledbeamwitharbitraryclosedcrosssection
AT mengsun experimentalandnumericalanalysisoftriplycoupledvibrationofthinwalledbeamwitharbitraryclosedcrosssection
AT feigao experimentalandnumericalanalysisoftriplycoupledvibrationofthinwalledbeamwitharbitraryclosedcrosssection