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Article: Direct strut-and-tie model for prestressed deep beams

TitleDirect strut-and-tie model for prestressed deep beams
Authors
Issue Date2001
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, 2001, v. 127 n. 9, p. 1076-1084 How to Cite?
AbstractThe strut-and-tie method is a promising analytical tool for the design of disturbed regions where the conventional plane bending theory does not hold. These include pile caps, corbels, frame joints, deep beams, and so forth. This paper focuses on the application of a strut-and-tie model to prestressed deep beams. A simple and direct model is proposed, taking the prestressing effect into consideration. The model can be used for both pre- and posttensioned deep beams. Different configurations of web reinforcement can also be properly modeled in the proposed approach. A comparison shows that the predictions are in good agreement with experimental results of four case studies of 39 beams.
Persistent Identifierhttp://hdl.handle.net/10722/185363
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorTan, KHen_US
dc.contributor.authorTong, Ken_US
dc.contributor.authorTang, CYen_US
dc.date.accessioned2013-07-30T07:31:56Z-
dc.date.available2013-07-30T07:31:56Z-
dc.date.issued2001en_US
dc.identifier.citationJournal Of Structural Engineering, 2001, v. 127 n. 9, p. 1076-1084en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/185363-
dc.description.abstractThe strut-and-tie method is a promising analytical tool for the design of disturbed regions where the conventional plane bending theory does not hold. These include pile caps, corbels, frame joints, deep beams, and so forth. This paper focuses on the application of a strut-and-tie model to prestressed deep beams. A simple and direct model is proposed, taking the prestressing effect into consideration. The model can be used for both pre- and posttensioned deep beams. Different configurations of web reinforcement can also be properly modeled in the proposed approach. A comparison shows that the predictions are in good agreement with experimental results of four case studies of 39 beams.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.titleDirect strut-and-tie model for prestressed deep beamsen_US
dc.typeArticleen_US
dc.identifier.emailTang, CY: tangc@hku.hken_US
dc.identifier.authorityTang, CY=rp01765en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1061/(ASCE)0733-9445(2001)127:9(1076)en_US
dc.identifier.scopuseid_2-s2.0-0035450945en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0035450945&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume127en_US
dc.identifier.issue9en_US
dc.identifier.spage1076en_US
dc.identifier.epage1084en_US
dc.identifier.isiWOS:000170635800013-
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridTan, KH=8597408900en_US
dc.identifier.scopusauthoridTong, K=7102473465en_US
dc.identifier.scopusauthoridTang, CY=35489259800en_US

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