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Article: Crack analysis of reinforced concrete tension members

TitleCrack analysis of reinforced concrete tension members
Authors
Issue Date1992
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 New York, N.Y., 1992, v. 118 n. 8, p. 2118-2132 How to Cite?
AbstractAn analytical model is proposed for crack analysis of reinforced concrete tension members in which the tension-stiffening effect has been taken into account. To make the model simple and practical, a new bond stress distribution function is used in the analysis instead of a bond-slip function. The ultimate bond stress and bond stress transfer length are introduced in the bond stress distribution function. The effect of the nonuniform distribution of concrete stress in transverse and longitudinal directions on the crack strength of a reinforced concrete tension member is considered by the proposed expression of crack strength for a reinforced concrete tension member. The predictions of crack loading and elongation of a reinforced concrete member from the model are satisfactory when compared with some available experimental data and analytical results. The model has also been successfully applied to two-dimensional reinforced concrete element analysis, which will be presented later.
Persistent Identifierhttp://hdl.handle.net/10722/149982
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431

 

DC FieldValueLanguage
dc.contributor.authorChan, HCen_US
dc.contributor.authorCheung, YKen_US
dc.contributor.authorHuang, YPen_US
dc.date.accessioned2012-06-26T06:00:55Z-
dc.date.available2012-06-26T06:00:55Z-
dc.date.issued1992en_US
dc.identifier.citationJournal Of Structural Engineering New York, N.Y., 1992, v. 118 n. 8, p. 2118-2132en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/149982-
dc.description.abstractAn analytical model is proposed for crack analysis of reinforced concrete tension members in which the tension-stiffening effect has been taken into account. To make the model simple and practical, a new bond stress distribution function is used in the analysis instead of a bond-slip function. The ultimate bond stress and bond stress transfer length are introduced in the bond stress distribution function. The effect of the nonuniform distribution of concrete stress in transverse and longitudinal directions on the crack strength of a reinforced concrete tension member is considered by the proposed expression of crack strength for a reinforced concrete tension member. The predictions of crack loading and elongation of a reinforced concrete member from the model are satisfactory when compared with some available experimental data and analytical results. The model has also been successfully applied to two-dimensional reinforced concrete element analysis, which will be presented later.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 engineering New York, N.Y.en_US
dc.titleCrack analysis of reinforced concrete tension membersen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0026909967en_US
dc.identifier.volume118en_US
dc.identifier.issue8en_US
dc.identifier.spage2118en_US
dc.identifier.epage2132en_US
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridChan, HC=7403402425en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridHuang, YP=7501574298en_US

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