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Article: Local buckling of side-plated reinforced-concrete beams. II: Experimental study

TitleLocal buckling of side-plated reinforced-concrete beams. II: Experimental study
Authors
Issue Date1999
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 1999, v. 125 n. 6, p. 635-642 How to Cite?
AbstractA series of experiments on side-plated reinforced-concrete beams is reported. The experiments are used to investigate the local buckling of mild steel plates bolted to the sides of reinforced concrete beams, and to verify the theoretical results obtained in Part I. Thirteen loading regimes have been undertaken on two simply supported beams. Within each loading run, a section of plate at a particular point along the beam was isolated, and the beam loaded until a local buckle was produced. Each new position gives a unique combination of inplane axial, bending, and shear plate actions. The results are presented in graphical and tabular form, and conclusions are drawn from a comparison of the experimental and theoretical findings. Both beams were eventually tested to failure, and the effect of local buckling on the ultimate strength and ductility of the composite beam was assessed.
Persistent Identifierhttp://hdl.handle.net/10722/150119
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
References

 

DC FieldValueLanguage
dc.contributor.authorSmith, STen_US
dc.contributor.authorBradford, MAen_US
dc.contributor.authorOehlers, DJen_US
dc.date.accessioned2012-06-26T06:01:41Z-
dc.date.available2012-06-26T06:01:41Z-
dc.date.issued1999en_US
dc.identifier.citationJournal Of Structural Engineering, 1999, v. 125 n. 6, p. 635-642en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/150119-
dc.description.abstractA series of experiments on side-plated reinforced-concrete beams is reported. The experiments are used to investigate the local buckling of mild steel plates bolted to the sides of reinforced concrete beams, and to verify the theoretical results obtained in Part I. Thirteen loading regimes have been undertaken on two simply supported beams. Within each loading run, a section of plate at a particular point along the beam was isolated, and the beam loaded until a local buckle was produced. Each new position gives a unique combination of inplane axial, bending, and shear plate actions. The results are presented in graphical and tabular form, and conclusions are drawn from a comparison of the experimental and theoretical findings. Both beams were eventually tested to failure, and the effect of local buckling on the ultimate strength and ductility of the composite beam was assessed.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_US
dc.relation.ispartofJournal of Structural Engineeringen_US
dc.titleLocal buckling of side-plated reinforced-concrete beams. II: Experimental studyen_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-s2.0-0032683199en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0032683199&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume125en_US
dc.identifier.issue6en_US
dc.identifier.spage635en_US
dc.identifier.epage642en_US
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridSmith, ST=8751691000en_US
dc.identifier.scopusauthoridBradford, MA=7102411221en_US
dc.identifier.scopusauthoridOehlers, DJ=7005980230en_US

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