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Article: Consistent strut-and-tie modelling of deep beams with web openings

TitleConsistent strut-and-tie modelling of deep beams with web openings
Authors
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. 65-75 How to Cite?
AbstractThis paper presents an original and novel approach to analyse the shear strength of deep beams with rectangular openings and with various configurations of web reinforcement. Up to now, no code provision has existed for the design of such beams. Moreover, there are very few published papers that include analysis of deep beams with web openings and with web reinforcement. In most cases, the beneficial effect of web reinforcement is ignored for simplicity. The authors developed five models to cater for different configurations of web reinforcement. These include various combinations of horizontal, vertical and inclined web reinforcement. The main attraction of the approach is that it identifies the most critical nodes in the truss analogy. For simplicity, only the bottom nodal zone is considered. Although this approach cannot be used to predict the failure modes of deep beams, it yields consistent and accurate predictions with three experimental case studies comprising a total of 15 beams.
Persistent Identifierhttp://hdl.handle.net/10722/185368
ISSN
2015 Impact Factor: 1.227
2015 SCImago Journal Rankings: 0.955
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorTan, KHen_US
dc.contributor.authorTong, Ken_US
dc.contributor.authorTang, CYen_US
dc.date.accessioned2013-07-30T07:31:58Z-
dc.date.available2013-07-30T07:31:58Z-
dc.date.issued2003en_US
dc.identifier.citationMagazine Of Concrete Research, 2003, v. 55 n. 1, p. 65-75en_US
dc.identifier.issn0024-9831en_US
dc.identifier.urihttp://hdl.handle.net/10722/185368-
dc.description.abstractThis paper presents an original and novel approach to analyse the shear strength of deep beams with rectangular openings and with various configurations of web reinforcement. Up to now, no code provision has existed for the design of such beams. Moreover, there are very few published papers that include analysis of deep beams with web openings and with web reinforcement. In most cases, the beneficial effect of web reinforcement is ignored for simplicity. The authors developed five models to cater for different configurations of web reinforcement. These include various combinations of horizontal, vertical and inclined web reinforcement. The main attraction of the approach is that it identifies the most critical nodes in the truss analogy. For simplicity, only the bottom nodal zone is considered. Although this approach cannot be used to predict the failure modes of deep beams, it yields consistent and accurate predictions with three experimental case studies comprising a total of 15 beams.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.titleConsistent strut-and-tie modelling of deep beams with web openingsen_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.55.1.65.37555en_US
dc.identifier.scopuseid_2-s2.0-0037325426en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0037325426&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume55en_US
dc.identifier.issue1en_US
dc.identifier.spage65en_US
dc.identifier.epage75en_US
dc.identifier.isiWOS:000181606300006-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridTan, KH=8597408900en_US
dc.identifier.scopusauthoridTong, K=7102473465en_US
dc.identifier.scopusauthoridTang, CY=35489259800en_US

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