File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Plate on non-homogeneous elastic half-space analyzed by FEM

TitlePlate on non-homogeneous elastic half-space analyzed by FEM
Authors
Wang, YNi, JCheung, YK
Issue Date2000
PublisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5
Citation
Structural Engineering And Mechanics, 2000, v. 9 n. 2, p. 127-139 How to Cite?
AbstractThe isoparametric element method is used for a plate on non-homogenous foundation. The surface displacement due to a point force acting on the non-homogeneous foundation is the fundamental solution. Based on this analysis, the interaction between the foundation and plate can be determined and the reaction of the foundation can be treated as the external force to the plate. Therefore, only the plate needs to be divided into some elements. The method presented in this paper can be used in cases such as thin or thick plate, different plate shapes, various loading, homogenous and non-homogenous foundations. The examples in this paper show that this method is versatile, efficient and highly accurate.
Persistent Identifierhttp://hdl.handle.net/10722/150158
ISSN
1225-4568
2021 Impact Factor: 2.998
2020 SCImago Journal Rankings: 0.647
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorWang, Yen_US
dc.contributor.authorNi, Jen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:01:55Z-
dc.date.available2012-06-26T06:01:55Z-
dc.date.issued2000en_US
dc.identifier.citationStructural Engineering And Mechanics, 2000, v. 9 n. 2, p. 127-139en_US
dc.identifier.issn1225-4568en_US
dc.identifier.urihttp://hdl.handle.net/10722/150158-
dc.description.abstractThe isoparametric element method is used for a plate on non-homogenous foundation. The surface displacement due to a point force acting on the non-homogeneous foundation is the fundamental solution. Based on this analysis, the interaction between the foundation and plate can be determined and the reaction of the foundation can be treated as the external force to the plate. Therefore, only the plate needs to be divided into some elements. The method presented in this paper can be used in cases such as thin or thick plate, different plate shapes, various loading, homogenous and non-homogenous foundations. The examples in this paper show that this method is versatile, efficient and highly accurate.en_US
dc.languageengen_US
dc.publisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5en_US
dc.relation.ispartofStructural Engineering and Mechanicsen_US
dc.titlePlate on non-homogeneous elastic half-space analyzed by FEMen_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-s2.0-0034141037en_US
dc.identifier.hkuros49436-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0034141037&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume9en_US
dc.identifier.issue2en_US
dc.identifier.spage127en_US
dc.identifier.epage139en_US
dc.publisher.placeKorea, Republic ofen_US
dc.identifier.scopusauthoridWang, Y=9737738500en_US
dc.identifier.scopusauthoridNi, J=7201636737en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.issnl1225-4568-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats