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Article: Plate on cross-anisotropic foundation analyzed by the finite element method

TitlePlate on cross-anisotropic foundation analyzed by the finite element method
Authors
KeywordsCross-anisotropic foundation
Elastic half-space
Finite element method
Fundamental solution
Isoparametric element
Plate foundation
Issue Date2001
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo
Citation
Computers And Geotechnics, 2001, v. 28 n. 1, p. 37-54 How to Cite?
AbstractThe isoparametric element method is used for a plate on a cross-anisotropic foundation. The surface displacement due to a point force acting on a cross-anisotropic foundation is taken as 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 forces of the plate. Therefore, only the plate needs to be divided into a number of elements. The present method can be applied to thin or thick plates, plates of different shapes, plates under various loading, and to isotropic or cross-anisotropic foundation. The examples in this paper show that this method is versatile, highly accurate, and can reduce preparation and computing work. © 2000 Elsevier Science Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/71648
ISSN
2015 Impact Factor: 1.705
2015 SCImago Journal Rankings: 2.033
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorWang, YHen_HK
dc.contributor.authorCheung, YKen_HK
dc.date.accessioned2010-09-06T06:33:54Z-
dc.date.available2010-09-06T06:33:54Z-
dc.date.issued2001en_HK
dc.identifier.citationComputers And Geotechnics, 2001, v. 28 n. 1, p. 37-54en_HK
dc.identifier.issn0266-352Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/71648-
dc.description.abstractThe isoparametric element method is used for a plate on a cross-anisotropic foundation. The surface displacement due to a point force acting on a cross-anisotropic foundation is taken as 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 forces of the plate. Therefore, only the plate needs to be divided into a number of elements. The present method can be applied to thin or thick plates, plates of different shapes, plates under various loading, and to isotropic or cross-anisotropic foundation. The examples in this paper show that this method is versatile, highly accurate, and can reduce preparation and computing work. © 2000 Elsevier Science Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeoen_HK
dc.relation.ispartofComputers and Geotechnicsen_HK
dc.subjectCross-anisotropic foundationen_HK
dc.subjectElastic half-spaceen_HK
dc.subjectFinite element methoden_HK
dc.subjectFundamental solutionen_HK
dc.subjectIsoparametric elementen_HK
dc.subjectPlate foundationen_HK
dc.titlePlate on cross-anisotropic foundation analyzed by the finite element methoden_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0266-352X&volume=28 &issue=1&spage=37 &epage= 54&date=2001&atitle=Plate+on+cross-anisotropic+foundation+analyzed+by+the+finite+element+methoden_HK
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/S0266-352X(00)00018-5en_HK
dc.identifier.scopuseid_2-s2.0-0034746395en_HK
dc.identifier.hkuros56572en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0034746395&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume28en_HK
dc.identifier.issue1en_HK
dc.identifier.spage37en_HK
dc.identifier.epage54en_HK
dc.identifier.isiWOS:000166330700002-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridWang, YH=7601511186en_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK

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