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Article: Transient stress analysis of grooved and stepped shafts by time domain semi-analytical boundary element method

TitleTransient stress analysis of grooved and stepped shafts by time domain semi-analytical boundary element method
Authors
Zhu, JXCao, ZYCheung, YK
Issue Date1991
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 1991, v. 39 n. 3-4, p. 243-247 How to Cite?
AbstractA formulation and numerical solution procedure for boundary integral equation using the semi-analytical method is given for the three-dimensional transient stress analysis of a grooved cylindrical shaft with arbitrary impact loads. In this method the fundamental solution of three-dimensional elastodynamics is directly used and the general three-dimensional problem is reduced to a one-dimensional numerical one using the semi-analytical technique at the stage of discretization of the boundary. Several numerical examples are presented for verification. © 1991.
Persistent Identifierhttp://hdl.handle.net/10722/150456
ISSN
0045-7949
2021 Impact Factor: 5.372
2020 SCImago Journal Rankings: 1.450

 

DC FieldValueLanguage
dc.contributor.authorZhu, JXen_US
dc.contributor.authorCao, ZYen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:04:54Z-
dc.date.available2012-06-26T06:04:54Z-
dc.date.issued1991en_US
dc.identifier.citationComputers And Structures, 1991, v. 39 n. 3-4, p. 243-247en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://hdl.handle.net/10722/150456-
dc.description.abstractA formulation and numerical solution procedure for boundary integral equation using the semi-analytical method is given for the three-dimensional transient stress analysis of a grooved cylindrical shaft with arbitrary impact loads. In this method the fundamental solution of three-dimensional elastodynamics is directly used and the general three-dimensional problem is reduced to a one-dimensional numerical one using the semi-analytical technique at the stage of discretization of the boundary. Several numerical examples are presented for verification. © 1991.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_US
dc.relation.ispartofComputers and Structuresen_US
dc.titleTransient stress analysis of grooved and stepped shafts by time domain semi-analytical boundary element methoden_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-44949284232en_US
dc.identifier.volume39en_US
dc.identifier.issue3-4en_US
dc.identifier.spage243en_US
dc.identifier.epage247en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridZhu, JX=7405689540en_US
dc.identifier.scopusauthoridCao, ZY=7402432293en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.issnl0045-7949-

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