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Article: Shear strength predictions of pierced deep beams with inclined web reinforcement

TitleShear strength predictions of pierced deep beams with inclined web reinforcement
Authors
Issue Date2004
PublisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.com
Citation
Magazine Of Concrete Research, 2004, v. 56 n. 8, p. 443-452 How to Cite?
AbstractExperiments have shown that web reinforcement has a moderate effect on the ultimate strength of solid deep beams. Furthermore, inclined web reinforcement is most effective in resisting diagonal cracks in solid deep beams. In the presence of deep beams with rectangular web openings (pierced deep beams in short), the beneficial effect of inclined web reinforcement is even more prominent. The provision of such web reinforcement may double the shear strength of an otherwise similar pierced deep beam. Up to now, current design codes have provided little guidance on the design of such beams. Also, there are very few published papers that include pierced deep beams with inclined web reinforcement. In this paper, the authors present an original and novel approach to analyse the shear strengths of such beams. This approach is based on a simple strut-and-tie model and has been verified for solid deep beams with various types of web reinforcement. The approach yields consistent and accurate shear strength predictions with published test results.
Persistent Identifierhttp://hdl.handle.net/10722/185385
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.authorTang, CYen_US
dc.contributor.authorTong, Ken_US
dc.date.accessioned2013-07-30T07:32:05Z-
dc.date.available2013-07-30T07:32:05Z-
dc.date.issued2004en_US
dc.identifier.citationMagazine Of Concrete Research, 2004, v. 56 n. 8, p. 443-452en_US
dc.identifier.issn0024-9831en_US
dc.identifier.urihttp://hdl.handle.net/10722/185385-
dc.description.abstractExperiments have shown that web reinforcement has a moderate effect on the ultimate strength of solid deep beams. Furthermore, inclined web reinforcement is most effective in resisting diagonal cracks in solid deep beams. In the presence of deep beams with rectangular web openings (pierced deep beams in short), the beneficial effect of inclined web reinforcement is even more prominent. The provision of such web reinforcement may double the shear strength of an otherwise similar pierced deep beam. Up to now, current design codes have provided little guidance on the design of such beams. Also, there are very few published papers that include pierced deep beams with inclined web reinforcement. In this paper, the authors present an original and novel approach to analyse the shear strengths of such beams. This approach is based on a simple strut-and-tie model and has been verified for solid deep beams with various types of web reinforcement. The approach yields consistent and accurate shear strength predictions with published test results.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.titleShear strength predictions of pierced deep beams with inclined 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.56.8.443.49447en_US
dc.identifier.scopuseid_2-s2.0-7044229937en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-7044229937&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume56en_US
dc.identifier.issue8en_US
dc.identifier.spage443en_US
dc.identifier.epage452en_US
dc.identifier.isiWOS:000225287000002-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridTan, KH=8597408900en_US
dc.identifier.scopusauthoridTang, CY=35489259800en_US
dc.identifier.scopusauthoridTong, K=7102473465en_US

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