File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Elastic buckling of unilaterally constrained rectangular plates in pure shear

TitleElastic buckling of unilaterally constrained rectangular plates in pure shear
Authors
KeywordsBilateral Buckling
Buckling
Contact Problems
Elasticity
Energy Method
Shear
Unilateral Buckling
Unilateral Restraint
Issue Date1999
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstruct
Citation
Engineering Structures, 1999, v. 21 n. 5, p. 443-453 How to Cite?
AbstractFor a certain class of systems, the buckling response may be unilateral rather than bilateral. Unilateral buckling is a contact problem whereby buckling is confined to take place in only one direction. For plate structures, this can occur when a thin steel plate is juxtaposed with a rigid concrete medium, and the steel may only buckle locally away from the concrete core. Examples of this include composite profiled beams, walls and concrete-filled steel tubes, as well as reinforced concrete beams that are strengthened and stiffened by gluing and/or bolting steel plates to their sides. This paper presents a Rayleigh-Ritz method of the local buckling analysis of rectangular unilaterally restrained plates in pure shear. The displacement functions are modelled as polynomials, and the restraining medium as a tensionless foundation. The method presented is shown to be very efficient computationally, and elastic local buckling coefficients are presented for a variety of restraint cases for various plate aspect ratios. The use of these coefficients in determining limiting width to thickness ratios is demonstrated.
Persistent Identifierhttp://hdl.handle.net/10722/150131
ISSN
2015 Impact Factor: 1.893
2015 SCImago Journal Rankings: 1.813
References

 

DC FieldValueLanguage
dc.contributor.authorSmith, STen_US
dc.contributor.authorBradford, MAen_US
dc.contributor.authorOehlers, DJen_US
dc.date.accessioned2012-06-26T06:01:44Z-
dc.date.available2012-06-26T06:01:44Z-
dc.date.issued1999en_US
dc.identifier.citationEngineering Structures, 1999, v. 21 n. 5, p. 443-453en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10722/150131-
dc.description.abstractFor a certain class of systems, the buckling response may be unilateral rather than bilateral. Unilateral buckling is a contact problem whereby buckling is confined to take place in only one direction. For plate structures, this can occur when a thin steel plate is juxtaposed with a rigid concrete medium, and the steel may only buckle locally away from the concrete core. Examples of this include composite profiled beams, walls and concrete-filled steel tubes, as well as reinforced concrete beams that are strengthened and stiffened by gluing and/or bolting steel plates to their sides. This paper presents a Rayleigh-Ritz method of the local buckling analysis of rectangular unilaterally restrained plates in pure shear. The displacement functions are modelled as polynomials, and the restraining medium as a tensionless foundation. The method presented is shown to be very efficient computationally, and elastic local buckling coefficients are presented for a variety of restraint cases for various plate aspect ratios. The use of these coefficients in determining limiting width to thickness ratios is demonstrated.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstructen_US
dc.relation.ispartofEngineering Structuresen_US
dc.subjectBilateral Bucklingen_US
dc.subjectBucklingen_US
dc.subjectContact Problemsen_US
dc.subjectElasticityen_US
dc.subjectEnergy Methoden_US
dc.subjectShearen_US
dc.subjectUnilateral Bucklingen_US
dc.subjectUnilateral Restrainten_US
dc.titleElastic buckling of unilaterally constrained rectangular plates in pure shearen_US
dc.typeArticleen_US
dc.identifier.emailSmith, ST:stsmith@hku.hken_US
dc.identifier.authoritySmith, ST=rp00168en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0033133878en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0033133878&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume21en_US
dc.identifier.issue5en_US
dc.identifier.spage443en_US
dc.identifier.epage453en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSmith, ST=8751691000en_US
dc.identifier.scopusauthoridBradford, MA=7102411221en_US
dc.identifier.scopusauthoridOehlers, DJ=7005980230en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats