File Download
  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Assumed strain and hybrid destabilized ten-node C degree triangular shell elements

TitleAssumed strain and hybrid destabilized ten-node C degree triangular shell elements
Other TitlesAssumed strain and hybrid destabilized ten-node C0 triangular shell elements
Authors
Sze, KYZhu, D
KeywordsMathematics
Computer applications engineering
Mechanical engineering
Issue Date1998
PublisherSpringer Verlag. The Journal's web site is located at http://link.springer.de/link/service/journals/00466/index.htm
Citation
Computational Mechanics, 1998, v. 21 n. 2, p. 161-171 How to Cite?
DOI: http://dx.doi.org/10.1007/s004660050292
AbstractThe conventional ten-node C0 triangular shell element is in general too stiff. In this paper, several less stiff formulations are proposed. To reduce the transverse shear stiffness, the assumed strain method is adopted. On the other hand, both assumed strain method and hybrid destabilization are employed for softening the membrane stiffness. The improvement is validated by popular numerical problems.
Persistent Identifierhttp://hdl.handle.net/10722/54317
ISSN
0178-7675
2021 Impact Factor: 4.391
2020 SCImago Journal Rankings: 1.461
ISI Accession Number ID
WOS:000073012600007
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorSze, KYen_HK
dc.contributor.authorZhu, Den_HK
dc.date.accessioned2009-04-03T07:43:05Z-
dc.date.available2009-04-03T07:43:05Z-
dc.date.issued1998en_HK
dc.identifier.citationComputational Mechanics, 1998, v. 21 n. 2, p. 161-171en_HK
dc.identifier.issn0178-7675en_HK
dc.identifier.urihttp://hdl.handle.net/10722/54317-
dc.description.abstractThe conventional ten-node C0 triangular shell element is in general too stiff. In this paper, several less stiff formulations are proposed. To reduce the transverse shear stiffness, the assumed strain method is adopted. On the other hand, both assumed strain method and hybrid destabilization are employed for softening the membrane stiffness. The improvement is validated by popular numerical problems.en_HK
dc.languageengen_HK
dc.publisherSpringer Verlag. The Journal's web site is located at http://link.springer.de/link/service/journals/00466/index.htmen_HK
dc.relation.ispartofComputational Mechanics-
dc.subjectMathematicsen_HK
dc.subjectComputer applications engineeringen_HK
dc.subjectMechanical engineeringen_HK
dc.titleAssumed strain and hybrid destabilized ten-node C degree triangular shell elementsen_HK
dc.title.alternativeAssumed strain and hybrid destabilized ten-node C0 triangular shell elements-
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0178-7675&volume=21&issue=2&spage=161&epage=171&date=1998&atitle=Assumed+strain+and+hybrid+destabilized+ten-node+C+degree+triangular+shell+elementsen_HK
dc.identifier.emailSze, KY: kysze@hkucc.hku.hken_HK
dc.description.naturepostprinten_HK
dc.identifier.doi10.1007/s004660050292en_HK
dc.identifier.scopuseid_2-s2.0-0032024113-
dc.identifier.hkuros31938-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0032024113&selection=ref&src=s&origin=recordpage-
dc.identifier.volume21-
dc.identifier.issue2-
dc.identifier.spage161-
dc.identifier.epage171-
dc.identifier.isiWOS:000073012600007-
dc.publisher.placeGermany-
dc.identifier.scopusauthoridSze, KY=7006735060-
dc.identifier.scopusauthoridZhu, D=36858030200-
dc.identifier.issnl0178-7675-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats