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Article: A direct method for deep beams with web reinforcement

TitleA direct method for deep beams with web reinforcement
Authors
Tan, KHTang, CYTong, K
Issue Date2003
PublisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.com
Citation
Magazine Of Concrete Research, 2003, v. 55 n. 1, p. 53-63 How to Cite?
DOI: http://dx.doi.org/10.1680/macr.55.1.53.37556
AbstractThis paper takes account of the effect of web reinforcement, be it in vertical horizontal, inclined or orthogonal configurations. This is because test results have indicated that the contribution of web reinforcement to shear strength is indeed significant and should not be ignored. An original and rational strut-and-tie model for the tensile contribution of both reinforcement and concrete is proposed, which takes account of their influence on the principal tensile stress. The proposed model is verified against three case studies of a total of 116 beams. Generally, the predictions are not only accurate and consistent in each case study, but also conservative.
Persistent Identifierhttp://hdl.handle.net/10722/185367
ISSN
0024-9831
2023 Impact Factor: 1.8
2023 SCImago Journal Rankings: 0.570
ISI Accession Number ID
WOS:000181606300005
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorTan, KHen_US
dc.contributor.authorTang, CYen_US
dc.contributor.authorTong, Ken_US
dc.date.accessioned2013-07-30T07:31:57Z-
dc.date.available2013-07-30T07:31:57Z-
dc.date.issued2003en_US
dc.identifier.citationMagazine Of Concrete Research, 2003, v. 55 n. 1, p. 53-63en_US
dc.identifier.issn0024-9831en_US
dc.identifier.urihttp://hdl.handle.net/10722/185367-
dc.description.abstractThis paper takes account of the effect of web reinforcement, be it in vertical horizontal, inclined or orthogonal configurations. This is because test results have indicated that the contribution of web reinforcement to shear strength is indeed significant and should not be ignored. An original and rational strut-and-tie model for the tensile contribution of both reinforcement and concrete is proposed, which takes account of their influence on the principal tensile stress. The proposed model is verified against three case studies of a total of 116 beams. Generally, the predictions are not only accurate and consistent in each case study, but also conservative.en_US
dc.languageengen_US
dc.publisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.comen_US
dc.relation.ispartofMagazine of Concrete Researchen_US
dc.titleA direct method for deep beams with web reinforcementen_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.doi10.1680/macr.55.1.53.37556en_US
dc.identifier.scopuseid_2-s2.0-0037325332en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0037325332&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume55en_US
dc.identifier.issue1en_US
dc.identifier.spage53en_US
dc.identifier.epage63en_US
dc.identifier.isiWOS:000181606300005-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridTan, KH=8597408900en_US
dc.identifier.scopusauthoridTang, CY=35489259800en_US
dc.identifier.scopusauthoridTong, K=7102473465en_US
dc.identifier.issnl0024-9831-

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