Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3278
DC FieldValueLanguage
dc.contributor.authorLeung, Andrew Yee Taken_US
dc.contributor.otherFung, T. C.-
dc.date.accessioned2022-05-23T02:01:42Z-
dc.date.available2022-05-23T02:01:42Z-
dc.date.issued1988-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/3278-
dc.description.abstractBy means of Lagrangian equations, the finite element method is extended to spinning structures. Skeletal structures consisting of straight beam members are taken as examples. Explicit element matrices are given. Numerical solution procedures based on the Newtonian algorithm are suggested. The orientation of a beam member is arbitrary with reference to a rotating frame, so that general spinning space structures can be considered. Numerical examples show the well known fact that the axial force in a beam induced by the centrifugal force has destabilizing effects while gyroscopic motion has stabilizing effects. The combined effect may be either stabilizing or destabilizing depending on the boundary conditions.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Sound and Vibrationen_US
dc.titleSpinning finite elementsen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/0022-460X(88)90259-3-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn0022-460Xen_US
dc.description.volume125en_US
dc.description.issue3en_US
dc.description.startpage523en_US
dc.description.endpage537en_US
dc.cihe.affiliatedNo-
item.languageiso639-1en-
item.fulltextNo Fulltext-
item.openairetypejournal article-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptYam Pak Charitable Foundation School of Computing and Information Sciences-
Appears in Collections:CIS Publication
SFX Query Show simple item record

Google ScholarTM

Check

Altmetric

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.