Publication:
Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance

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dc.citedby0
dc.contributor.authorElshayeb M.en_US
dc.contributor.authorMalik A.R.A.en_US
dc.contributor.authorIderis F.en_US
dc.contributor.authorHari Z.en_US
dc.contributor.authorRazak N.A.en_US
dc.contributor.authorSiang J.E.L.en_US
dc.contributor.authorAnuar Z.en_US
dc.contributor.authorid12774261600en_US
dc.contributor.authorid56659576600en_US
dc.contributor.authorid7801415444en_US
dc.contributor.authorid35324176800en_US
dc.contributor.authorid57527056400en_US
dc.contributor.authorid12774404900en_US
dc.contributor.authorid54398200800en_US
dc.date.accessioned2023-12-28T08:57:35Z
dc.date.available2023-12-28T08:57:35Z
dc.date.issued2006
dc.description.abstractMathematical models of Part A [1] are used to calculate the temperatures, deformations and fire resistance of rectangular, hexagonal, octagonal and I-cross section columns for the purpose of Part B. In this paper the comparison among the configurations of the column has been carried out to predict the temperature history for the column elements for preventing the spread of fire and prolonging the structural time collapse. The columns are varied in section size, among them are the rectangular, hexagonal, octagonal and I-cross section column of Keruing timber. The developed mathematical models defined the failure point as the point which the column can no longer support the applied load. From the comparison, the I-cross section column is the worst configuration than the other configuration.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.4028/0-87849-989-x.583
dc.identifier.epage588
dc.identifier.scopus2-s2.0-33644865787
dc.identifier.spage583
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-33644865787&doi=10.4028%2f0-87849-989-x.583&partnerID=40&md5=8fc178c767313b4f8bc659569f60f064
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/29765
dc.identifier.volume306-308 I
dc.pagecount5
dc.publisherTrans Tech Publications Ltden_US
dc.sourceScopus
dc.sourcetitleKey Engineering Materials
dc.subjectFire resistance
dc.subjectHexagonal
dc.subjectI cross section column
dc.subjectOctagonal
dc.subjectRectangular
dc.subjectTemperature history
dc.subjectDeformation
dc.subjectFire resistance
dc.subjectThermodynamic properties
dc.subjectWooden construction
dc.subjectHexagonal
dc.subjectRectangular
dc.subjectTemperature history
dc.subjectColumns (structural)
dc.titleUtilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistanceen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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