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Article: Nonlinear static and dynamic analysis for laminated, annular, spherical caps of moderate thickness

TitleNonlinear static and dynamic analysis for laminated, annular, spherical caps of moderate thickness
Authors
Cheung, YKFu, YM
KeywordsLaminated spherical caps
nonlinear
static and dynamic analysis
transverse shear deformation
Issue Date1995
PublisherSpringer Verlag Dordrecht. The Journal's web site is located at http://springerlink.metapress.com/openurl.asp?genre=journal&issn=0924-090X
Citation
Nonlinear Dynamics, 1995, v. 8 n. 2, p. 251-268 How to Cite?
DOI: http://dx.doi.org/10.1007/BF00045777
AbstractBased on Timoshenko-Mindlin kinematic hypothesis, the shallow shell theory is extended to include the transverse shear deformation for the nonlinear axisymmetric dynamic analysis of the symmetric cross-ply shallow spherical shell. Using the orthogonal point collocation method and the Newmark scheme, an iterative solution is formulated. The numerical results for the nonlinear static and dynamic responses and dynamic buckling of these shallow spherical shells with circular holes under uniformly distributed static or dynamic normal impact loads are presented and compared with available data. © 1995 Kluwer Academic Publishers.
Persistent Identifierhttp://hdl.handle.net/10722/71124
ISSN
0924-090X
2023 Impact Factor: 5.2
2023 SCImago Journal Rankings: 1.230
ISI Accession Number ID
WOS:A1995RN25600004

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_HK
dc.contributor.authorFu, YMen_HK
dc.date.accessioned2010-09-06T06:29:07Z-
dc.date.available2010-09-06T06:29:07Z-
dc.date.issued1995en_HK
dc.identifier.citationNonlinear Dynamics, 1995, v. 8 n. 2, p. 251-268en_HK
dc.identifier.issn0924-090Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/71124-
dc.description.abstractBased on Timoshenko-Mindlin kinematic hypothesis, the shallow shell theory is extended to include the transverse shear deformation for the nonlinear axisymmetric dynamic analysis of the symmetric cross-ply shallow spherical shell. Using the orthogonal point collocation method and the Newmark scheme, an iterative solution is formulated. The numerical results for the nonlinear static and dynamic responses and dynamic buckling of these shallow spherical shells with circular holes under uniformly distributed static or dynamic normal impact loads are presented and compared with available data. © 1995 Kluwer Academic Publishers.en_HK
dc.languageengen_HK
dc.publisherSpringer Verlag Dordrecht. The Journal's web site is located at http://springerlink.metapress.com/openurl.asp?genre=journal&issn=0924-090Xen_HK
dc.relation.ispartofNonlinear Dynamicsen_HK
dc.subjectLaminated spherical capsen_HK
dc.subjectnonlinearen_HK
dc.subjectstatic and dynamic analysisen_HK
dc.subjecttransverse shear deformationen_HK
dc.titleNonlinear static and dynamic analysis for laminated, annular, spherical caps of moderate thicknessen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0924-090X&volume=8&spage=251&epage=268&date=1995&atitle=Nonlinear+static+and+dynamic+analysis+for+laminated,+annular,+spherical+caps+of+moderate+thicknessen_HK
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1007/BF00045777en_HK
dc.identifier.scopuseid_2-s2.0-0029379365en_HK
dc.identifier.hkuros8692en_HK
dc.identifier.volume8en_HK
dc.identifier.issue2en_HK
dc.identifier.spage251en_HK
dc.identifier.epage268en_HK
dc.identifier.isiWOS:A1995RN25600004-
dc.publisher.placeNetherlandsen_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK
dc.identifier.scopusauthoridFu, YM=7404433772en_HK
dc.identifier.issnl0924-090X-

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