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Article: Semi-compact steel plates with unilateral restraint subjected to bending, compression and shear

TitleSemi-compact steel plates with unilateral restraint subjected to bending, compression and shear
Authors
Issue Date2000
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 2000, v. 56 n. 1, p. 47-67 How to Cite?
AbstractThe buckling of thin-walled steel plates which are juxtaposed with a rigid medium must be treated as a contact problem, since the local buckles may only form away from the rigid medium in a unilateral mode. One particular example is the bolting of plates to the sides of reinforced concrete beams in order to stiffen and strengthen the original concrete beam. Plates which experience first yield before local buckling are referred to as semi-compact, and this paper uses an energy method developed elsewhere by the authors to study the unilateral local buckling of restrained plates, so that limiting depth to thickness ratios may be obtained that delineate the semi-compact section classification when the plate is subjected to a combination of bending, compressive and shearing actions. The application to retrofitting concrete beams is discussed.
Persistent Identifierhttp://hdl.handle.net/10722/150161
ISSN
2015 Impact Factor: 1.702
2015 SCImago Journal Rankings: 1.746
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorBradford, MAen_US
dc.contributor.authorSmith, STen_US
dc.contributor.authorOehlers, DJen_US
dc.date.accessioned2012-06-26T06:01:57Z-
dc.date.available2012-06-26T06:01:57Z-
dc.date.issued2000en_US
dc.identifier.citationJournal Of Constructional Steel Research, 2000, v. 56 n. 1, p. 47-67en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150161-
dc.description.abstractThe buckling of thin-walled steel plates which are juxtaposed with a rigid medium must be treated as a contact problem, since the local buckles may only form away from the rigid medium in a unilateral mode. One particular example is the bolting of plates to the sides of reinforced concrete beams in order to stiffen and strengthen the original concrete beam. Plates which experience first yield before local buckling are referred to as semi-compact, and this paper uses an energy method developed elsewhere by the authors to study the unilateral local buckling of restrained plates, so that limiting depth to thickness ratios may be obtained that delineate the semi-compact section classification when the plate is subjected to a combination of bending, compressive and shearing actions. The application to retrofitting concrete beams is discussed.en_US
dc.languageengen_US
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_US
dc.relation.ispartofJournal of Constructional Steel Researchen_US
dc.titleSemi-compact steel plates with unilateral restraint subjected to bending, compression and 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.doi10.1016/S0143-974X(99)00073-5en_US
dc.identifier.scopuseid_2-s2.0-0034207319en_US
dc.identifier.volume56en_US
dc.identifier.issue1en_US
dc.identifier.spage47en_US
dc.identifier.epage67en_US
dc.identifier.isiWOS:000088541200004-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridBradford, MA=7102411221en_US
dc.identifier.scopusauthoridSmith, ST=8751691000en_US
dc.identifier.scopusauthoridOehlers, DJ=7005980230en_US

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