Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear

A dynamic model of composite shaft with variable cross section is presented. Free vibration equations of the variable cross section thin-walled composite shaft considering the effect of shear deformation are established based on a refined variational asymptotic method and Hamilton’s principle. The n...

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Main Authors: Ma Jing-min, Ren Yong-sheng
Format: Article
Language:English
Published: Wiley 2015-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2015/697493
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author Ma Jing-min
Ren Yong-sheng
author_facet Ma Jing-min
Ren Yong-sheng
author_sort Ma Jing-min
collection DOAJ
description A dynamic model of composite shaft with variable cross section is presented. Free vibration equations of the variable cross section thin-walled composite shaft considering the effect of shear deformation are established based on a refined variational asymptotic method and Hamilton’s principle. The numerical results calculated by Galerkin method are analyzed to indicate the effects of ply angle, taper ratio, and transverse shear deformation on the first natural frequency and critical rotating speed. The results are compared with those obtained by using finite element package ANSYS and available in the literature using other models.
format Article
id doaj-art-3abce1287d3a4c3f978af7e7d36a45fe
institution Kabale University
issn 1070-9622
1875-9203
language English
publishDate 2015-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-3abce1287d3a4c3f978af7e7d36a45fe2025-02-03T01:09:58ZengWileyShock and Vibration1070-96221875-92032015-01-01201510.1155/2015/697493697493Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse ShearMa Jing-min0Ren Yong-sheng1College of Mining and Safety Engineering, Shandong University of Science and Technology, Qingdao 266590, ChinaCollege of Mechanical and Electronic Engineering, Shandong University of Science and Technology, Qingdao 266590, ChinaA dynamic model of composite shaft with variable cross section is presented. Free vibration equations of the variable cross section thin-walled composite shaft considering the effect of shear deformation are established based on a refined variational asymptotic method and Hamilton’s principle. The numerical results calculated by Galerkin method are analyzed to indicate the effects of ply angle, taper ratio, and transverse shear deformation on the first natural frequency and critical rotating speed. The results are compared with those obtained by using finite element package ANSYS and available in the literature using other models.http://dx.doi.org/10.1155/2015/697493
spellingShingle Ma Jing-min
Ren Yong-sheng
Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear
Shock and Vibration
title Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear
title_full Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear
title_fullStr Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear
title_full_unstemmed Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear
title_short Vibration and Stability of Variable Cross Section Thin-Walled Composite Shafts with Transverse Shear
title_sort vibration and stability of variable cross section thin walled composite shafts with transverse shear
url http://dx.doi.org/10.1155/2015/697493
work_keys_str_mv AT majingmin vibrationandstabilityofvariablecrosssectionthinwalledcompositeshaftswithtransverseshear
AT renyongsheng vibrationandstabilityofvariablecrosssectionthinwalledcompositeshaftswithtransverseshear