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Article: Stresses and displacements of a transversely isotropic elastic halfspace due to rectangular loadings

TitleStresses and displacements of a transversely isotropic elastic halfspace due to rectangular loadings
Authors
KeywordsAnalytical method
Closed-form solution
Distributed loading
Elasticity
Rectangular area
Transverse isotropy
Issue Date2005
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/enganabound
Citation
Engineering Analysis With Boundary Elements, 2005, v. 29 n. 6, p. 647-671 How to Cite?
AbstractAnalytical solutions in exact closed-forms are obtained for stresses and displacements in an solid due to rectangular loading. The stresses and displacements are induced in the solid due to the vertical and horizontal loadings uniformly distributed on a rectangular area. The rectangular area is horizontally embedded in or on the solid. The solid occupies a space of semi-infinite extent and has a linear elastic property with transverse isotropy. The classical integral transforms are used in the solution formulation. The solutions are systematically presented in matrix forms and in terms of elementary harmonic functions. The solutions are easily implemented for numerical calculations and applied to problems encountered in engineering. Comparisons of the present solution with existing similar solutions are presented for the stresses and displacements induced by the vertical load. In addition, the numerical results of the stresses and displacements in the solid induced by the horizontal and vertical loads are also presented. These results illustrate the effect of different elastic constants of transversely isotropic solids on the stress and displacement fields. © 2005 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/71805
ISSN
2015 Impact Factor: 1.862
2015 SCImago Journal Rankings: 1.251
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYue, ZQen_HK
dc.contributor.authorXiao, HTen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorLee, CFen_HK
dc.contributor.authorYin, JHen_HK
dc.date.accessioned2010-09-06T06:35:20Z-
dc.date.available2010-09-06T06:35:20Z-
dc.date.issued2005en_HK
dc.identifier.citationEngineering Analysis With Boundary Elements, 2005, v. 29 n. 6, p. 647-671en_HK
dc.identifier.issn0955-7997en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71805-
dc.description.abstractAnalytical solutions in exact closed-forms are obtained for stresses and displacements in an solid due to rectangular loading. The stresses and displacements are induced in the solid due to the vertical and horizontal loadings uniformly distributed on a rectangular area. The rectangular area is horizontally embedded in or on the solid. The solid occupies a space of semi-infinite extent and has a linear elastic property with transverse isotropy. The classical integral transforms are used in the solution formulation. The solutions are systematically presented in matrix forms and in terms of elementary harmonic functions. The solutions are easily implemented for numerical calculations and applied to problems encountered in engineering. Comparisons of the present solution with existing similar solutions are presented for the stresses and displacements induced by the vertical load. In addition, the numerical results of the stresses and displacements in the solid induced by the horizontal and vertical loads are also presented. These results illustrate the effect of different elastic constants of transversely isotropic solids on the stress and displacement fields. © 2005 Elsevier Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/enganabounden_HK
dc.relation.ispartofEngineering Analysis with Boundary Elementsen_HK
dc.subjectAnalytical methoden_HK
dc.subjectClosed-form solutionen_HK
dc.subjectDistributed loadingen_HK
dc.subjectElasticityen_HK
dc.subjectRectangular areaen_HK
dc.subjectTransverse isotropyen_HK
dc.titleStresses and displacements of a transversely isotropic elastic halfspace due to rectangular loadingsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0955-7997&volume=29&spage=647&epage=671&date=2005&atitle=Stresses+and+displacements+of+a+transversely+isotropic+elastic+halfspace+due+to+rectangular+loadingsen_HK
dc.identifier.emailYue, ZQ: yueqzq@hku.hken_HK
dc.identifier.emailTham, LG: hrectlg@hku.hken_HK
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_HK
dc.identifier.authorityYue, ZQ=rp00209en_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityLee, CF=rp00139en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.enganabound.2005.01.015en_HK
dc.identifier.scopuseid_2-s2.0-18844397003en_HK
dc.identifier.hkuros102324en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-18844397003&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume29en_HK
dc.identifier.issue6en_HK
dc.identifier.spage647en_HK
dc.identifier.epage671en_HK
dc.identifier.isiWOS:000229818300015-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridYue, ZQ=7102782735en_HK
dc.identifier.scopusauthoridXiao, HT=7401565578en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridLee, CF=8068602600en_HK
dc.identifier.scopusauthoridYin, JH=7401693397en_HK

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