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Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire. Part A: Using finite element methods to develop mathematical model for wood column

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dc.citedby0
dc.contributor.authorElshayeb M.en_US
dc.contributor.authorRashid Ab Malik A.en_US
dc.contributor.authorIderis F.en_US
dc.contributor.authorHari Z.en_US
dc.contributor.authorAb Razak N.en_US
dc.contributor.authorSiang J.E.L.en_US
dc.contributor.authorAnuar Z.en_US
dc.contributor.authorid12774261600en_US
dc.contributor.authorid35325081200en_US
dc.contributor.authorid7801415444en_US
dc.contributor.authorid35324176800en_US
dc.contributor.authorid57209372360en_US
dc.contributor.authorid12774404900en_US
dc.contributor.authorid54398200800en_US
dc.date.accessioned2023-12-28T08:57:46Z
dc.date.available2023-12-28T08:57:46Z
dc.date.issued2006
dc.description.abstractThe mathematical model to predict the temperature history for wood column is needed in order to determine its fire resistance when exposed to fire. In this paper, an intelligent methodology called Finite Element Method (FEM) of performing analysis for the square and circular wood columns by virtually or artificially developing a temperature history mathematical model. Numerical simulation model has been developed for the wood column by using two-dimensional mathematical model. The two-dimensional mathematical model was developed by using Galerkin's Weighted Residual technique. This model focuses on the regional material of the wood column for describing its thermal behavior. When the temperature history in a column and relevant materials properties are known, the strength of the column can be calculated at any time during fire. Therefore, the development of the temperature history mathematical model is a must before any further study to be carried out for the wood columns. The flow of convection will result in minimal increase in the rate of heat energy reaching the column core. The analysis shows that the temperature of the column increases with respect to the duration of exposure to fire.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.4028/0-87849-989-x.577
dc.identifier.epage582
dc.identifier.scopus2-s2.0-33644852203
dc.identifier.spage577
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-33644852203&doi=10.4028%2f0-87849-989-x.577&partnerID=40&md5=c0a8df0938223c5147296e870ea1a871
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/29822
dc.identifier.volume306-308 I
dc.pagecount5
dc.publisherTrans Tech Publications Ltden_US
dc.sourceScopus
dc.sourcetitleKey Engineering Materials
dc.subjectFinite Element Method
dc.subjectMathematical Modeling
dc.subjectTemperature History
dc.subjectFinite element method
dc.subjectFire resistance
dc.subjectMathematical models
dc.subjectThermodynamic properties
dc.subjectWooden construction
dc.subjectHeat energy
dc.subjectMathematical Modeling
dc.subjectTemperature History
dc.subjectColumns (structural)
dc.titleUtilization of numerical techniques to predict the thermal behavior of wood column subjected to fire. Part A: Using finite element methods to develop mathematical model for wood columnen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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