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dc.contributor.authorYoo, Tae Minen_US
dc.contributor.authorDoh, Jeung-Hwanen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorFragomeni, Samen_US
dc.contributor.editorGary C. Harten_US
dc.date.accessioned2017-04-24T08:32:38Z
dc.date.available2017-04-24T08:32:38Z
dc.date.issued2013en_US
dc.date.modified2014-08-28T05:07:46Z
dc.identifier.issn15417808en_US
dc.identifier.doi10.1002/tal.718en_US
dc.identifier.urihttp://hdl.handle.net/10072/42546
dc.description.abstractThis paper focuses on an experimental study undertaken on High Strength Concrete (HSC) deep beams with various opening sizes and locations on the web. The test covers a wide scope of variables that have not been investigated in previous research. Apart from highlighting the experimental setup, failure loads and typical crack patterns of the test specimens are also reported. Experimental results are then compared with predictions using currently available design methods. The comparison indicates that the predictions using current design methods can overly underestimate or sometimes overestimate the ultimate strength of these HSC deep beams. Further, the reduction of ultimate strengths due to the existence of web openings is not considered adequately in these design methods. To rectify the shortcomings of current design formulae, a new design equation is proposed and compared with the experimental results and those from previous studies on the related topics. The accuracy and reliability of the proposed new equation is subsequently confirmed. Based on the outcome of this work, more experimental tests with various opening configurations including shape and location of web openings are recommended for future study.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent973009 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherJohn Wiley & Sons Ltd.en_US
dc.publisher.placeUnited Kingdomen_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofpagefrom655en_US
dc.relation.ispartofpageto676en_US
dc.relation.ispartofissue8en_US
dc.relation.ispartofjournalThe Structural Design of Tall and Special Buildingsen_US
dc.relation.ispartofvolume22en_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titleExperimental behaviour of high-strength concrete deep beams with web openingsen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2011 John Wiley & Sons, Ltd. This is the pre-peer reviewed version of the following article: Experimental behaviour of high-strength concrete deep beams with web openings, The Structural Design of Tall and Special Buildings which has been published in final form at http://dx.doi.org/10.1002/tal.718.en_US
gro.date.issued2013
gro.hasfulltextFull Text


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