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Article: Analysis of corner supported skew slabs

TitleAnalysis of corner supported skew slabs
Authors
Davies, JDMa, SPKCheung, YK
Issue Date1968
Citation
Building Science, 1968, v. 3 n. 2, p. 81-92 How to Cite?
AbstractThe paper describes a theoretical and experimental study of the behaviour of corner supported slabs. The finite element method of analysis was used to determine the deflections and bending moments in three slabs: 1. (1) a square slab supported at the corners, 2. (2) a 45° skew slab supported at the corners, and 3. (3) a 30° continuous skew slab supported at the corners and at the centres of the long sides. The effects of three loading patterns were investigated 1. (a) a uniformly distributed load over the whole slab, 2. (b) a concentrated load at the centre of the slab, and 3. (c) concentrated loads at the centres of two opposite sides. The results of the analysis showed good agreement with measurements taken on model perspex plates with appropriate loading and boundary conditions. © 1968.
Persistent Identifierhttp://hdl.handle.net/10722/150679
ISSN
0007-3628

 

DC FieldValueLanguage
dc.contributor.authorDavies, JDen_US
dc.contributor.authorMa, SPKen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:06:43Z-
dc.date.available2012-06-26T06:06:43Z-
dc.date.issued1968en_US
dc.identifier.citationBuilding Science, 1968, v. 3 n. 2, p. 81-92en_US
dc.identifier.issn0007-3628en_US
dc.identifier.urihttp://hdl.handle.net/10722/150679-
dc.description.abstractThe paper describes a theoretical and experimental study of the behaviour of corner supported slabs. The finite element method of analysis was used to determine the deflections and bending moments in three slabs: 1. (1) a square slab supported at the corners, 2. (2) a 45° skew slab supported at the corners, and 3. (3) a 30° continuous skew slab supported at the corners and at the centres of the long sides. The effects of three loading patterns were investigated 1. (a) a uniformly distributed load over the whole slab, 2. (b) a concentrated load at the centre of the slab, and 3. (c) concentrated loads at the centres of two opposite sides. The results of the analysis showed good agreement with measurements taken on model perspex plates with appropriate loading and boundary conditions. © 1968.en_US
dc.languageengen_US
dc.relation.ispartofBuilding Scienceen_US
dc.titleAnalysis of corner supported skew slabsen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-8844287862en_US
dc.identifier.volume3en_US
dc.identifier.issue2en_US
dc.identifier.spage81en_US
dc.identifier.epage92en_US
dc.identifier.scopusauthoridDavies, JD=24605936700en_US
dc.identifier.scopusauthoridMa, SPK=24607469200en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.issnl0007-3628-

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