Publication:
Behaviour of axially loaded fired-claymasonry panels with openings

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dc.citedby10
dc.contributor.authorMohammed B.S.en_US
dc.contributor.authorBakar B.H.A.en_US
dc.contributor.authorChoong K.K.en_US
dc.contributor.authorid57203590522en_US
dc.contributor.authorid6507662639en_US
dc.contributor.authorid7004666001en_US
dc.date.accessioned2023-12-29T07:55:33Z
dc.date.available2023-12-29T07:55:33Z
dc.date.issued2009
dc.description.abstractThe area around openings in the form of doors, windows and opening for mechanical and electrical services in axially loaded structural panels are locations of stress concentration. Tension will develop around these opening near the corners. Test results of twelve walls with openings and two control solid walls are presented. A fnite element analysis has also been carried out on the models of the tested panels to represent the effects of the opening on the global axial displacement of these panels. It was found that the location of the opening and the type of the lateral supports have a minor effect on the values of axial vertical displacement of the wall panels. However, the values of the cracking load for panels with free top end were reduced by 42% to 70 % as compared with those of laterally restrained panels at the top end.en_US
dc.description.natureFinalen_US
dc.identifier.epage16
dc.identifier.issue4
dc.identifier.scopus2-s2.0-77951213571
dc.identifier.spage9
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-77951213571&partnerID=40&md5=dc57e42dc59cb98013c72fc55848a699
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30902
dc.identifier.volume83
dc.pagecount7
dc.sourceScopus
dc.sourcetitleIndian Concrete Journal
dc.subjectCrackingload
dc.subjectFinite element
dc.subjectMasonry
dc.subjectMasonry behaviour
dc.subjectOpening
dc.subjectFoundations
dc.subjectLocation
dc.subjectMasonry materials
dc.subjectStress concentration
dc.subjectAxial displacements
dc.subjectCracking load
dc.subjectElectrical services
dc.subjectElement analysis
dc.subjectFinite Element
dc.subjectSolid wall
dc.subjectTest results
dc.subjectVertical displacements
dc.subjectWall panels
dc.subjectWalls (structural partitions)
dc.titleBehaviour of axially loaded fired-claymasonry panels with openingsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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