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Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part C: Sensitivity analysis

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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.accessioned2023-12-28T08:57:56Z
dc.date.available2023-12-28T08:57:56Z
dc.date.issued2006
dc.description.abstractTheoretical studies have been carried out to predict the fire resistance of different configuration of wood columns as done in Part A and Part B of this set of research papers. This theoretical study is a continuation of previous studies, which were carried out at National Research Council Canada. Mathematical models to calculate the temperatures, deformations and fire resistance of the columns have been developed for Part A and Part B. Calculated results are compared with those measured in several tests. The results indicated that the model is capable of predicting the fire resistance of wood columns with an excellent accuracy. By using the model, the fire resistance of wood columns can be evaluated for any value of the significant parameters such as load, physical dimensions, mechanical properties and even the chemical properties without the necessity of experiment. This research paper carried out sensitivity analysis of a square column at elevated temperature in order to know the effect of some parameters towards the mechanical strength of the column. The parameters that have been studied are initial moisture content, Young's modulus, initial compression stress, specific gravity, thermal conductivity and the physical dimension of the column cross section. Both of the temperature history versus time for the selected elements and the fire resistance has been analyzed using existing results. All the analyses have been carried out for the square cross-section under axial load 1380 kN.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.4028/0-87849-989-x.589
dc.identifier.epage594
dc.identifier.scopus2-s2.0-33644853951
dc.identifier.spage589
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-33644853951&doi=10.4028%2f0-87849-989-x.589&partnerID=40&md5=1d86a8eec3303eb5fa8cc888f6748149
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/29848
dc.identifier.volume306-308 I
dc.pagecount5
dc.publisherTrans Tech Publications Ltden_US
dc.sourceScopus
dc.sourcetitleKey Engineering Materials
dc.subjectFinite Element Method
dc.subjectFire Resistance
dc.subjectSensitivity Analysis
dc.subjectWood column
dc.subjectDeformation
dc.subjectDensity (specific gravity)
dc.subjectFinite element method
dc.subjectFire resistance
dc.subjectMathematical models
dc.subjectSensitivity analysis
dc.subjectThermodynamic properties
dc.subjectWooden construction
dc.subjectAxial load
dc.subjectPhysical dimension
dc.subjectWood columns
dc.subjectColumns (structural)
dc.titleUtilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part C: Sensitivity analysisen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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