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dc.contributor.convenorChang-Koon Choien_US
dc.contributor.authorYoo, Tae Minen_US
dc.contributor.authorDoh, Jeung-Hwanen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorLoo, Yew-Chayeen_US
dc.contributor.editorChang-Koon Choien_US
dc.date.accessioned2017-05-03T11:38:08Z
dc.date.available2017-05-03T11:38:08Z
dc.date.issued2011en_US
dc.date.modified2012-02-17T05:00:24Z
dc.identifier.refurihttp://smc.hit.edu.cn/index.php?option=com_content&view=category&id=36&layout=blog&Itemid=11en_US
dc.identifier.urihttp://hdl.handle.net/10072/42851
dc.description.abstractA nonlinear layered finite element method (LFEM) is capable of analysing the shear strength of reinforced concrete deep beams. Based on the LFEM, a parametric study is undertaken to evaluate the opening size effects influencing on the shear strength of concrete deep beams. This paper initially presents comparisons of LFEM output with published test results on deep beams with web openings. The paper then focuses on a parametric study on the deep beams with varying geometric properties such as opening sizes. The results confirmed that the previously available design methods are inadequate in predicting the maximum shear strength when present of web openings and a comparative study of the predicted and test results indicate that the LFEM is accurate and reliable.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.languageEnglishen_US
dc.publisherTechno Pressen_US
dc.publisher.placeKoreaen_US
dc.publisher.urihttp://smc.hit.edu.cn/index.php?option=com_content&view=category&id=36&layout=blog&Itemid=11en_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofconferencenameASEM'11+en_US
dc.relation.ispartofconferencetitleThe 2011 World Congress on Advances in Structural Engineering and Mechanicsen_US
dc.relation.ispartofdatefrom2011-09-18en_US
dc.relation.ispartofdateto2011-09-22en_US
dc.relation.ispartoflocationSeoul, Koreaen_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titleParametric Study on Concrete Deep Beam with Web Opening Size by Finite Element Methoden_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2011
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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