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

Mathematical 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 t...

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Main Authors: Elshayeb M., Malik A.R.A., Ideris F., Hari Z., Razak N.A., Siang J.E.L., Anuar Z.
Other Authors: 12774261600
Format: Conference paper
Published: Trans Tech Publications Ltd 2023
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spelling my.uniten.dspace-297652023-12-28T16:57:35Z Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance Elshayeb M. Malik A.R.A. Ideris F. Hari Z. Razak N.A. Siang J.E.L. Anuar Z. 12774261600 56659576600 7801415444 35324176800 57527056400 12774404900 54398200800 Fire resistance Hexagonal I cross section column Octagonal Rectangular Temperature history Deformation Fire resistance Thermodynamic properties Wooden construction Hexagonal Rectangular Temperature history Columns (structural) Mathematical 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. Final 2023-12-28T08:57:35Z 2023-12-28T08:57:35Z 2006 Conference paper 10.4028/0-87849-989-x.583 2-s2.0-33644865787 https://www.scopus.com/inward/record.uri?eid=2-s2.0-33644865787&doi=10.4028%2f0-87849-989-x.583&partnerID=40&md5=8fc178c767313b4f8bc659569f60f064 https://irepository.uniten.edu.my/handle/123456789/29765 306-308 I 583 588 Trans Tech Publications Ltd Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Fire resistance
Hexagonal
I cross section column
Octagonal
Rectangular
Temperature history
Deformation
Fire resistance
Thermodynamic properties
Wooden construction
Hexagonal
Rectangular
Temperature history
Columns (structural)
spellingShingle Fire resistance
Hexagonal
I cross section column
Octagonal
Rectangular
Temperature history
Deformation
Fire resistance
Thermodynamic properties
Wooden construction
Hexagonal
Rectangular
Temperature history
Columns (structural)
Elshayeb M.
Malik A.R.A.
Ideris F.
Hari Z.
Razak N.A.
Siang J.E.L.
Anuar Z.
Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance
description Mathematical 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.
author2 12774261600
author_facet 12774261600
Elshayeb M.
Malik A.R.A.
Ideris F.
Hari Z.
Razak N.A.
Siang J.E.L.
Anuar Z.
format Conference paper
author Elshayeb M.
Malik A.R.A.
Ideris F.
Hari Z.
Razak N.A.
Siang J.E.L.
Anuar Z.
author_sort Elshayeb M.
title Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance
title_short Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance
title_full Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance
title_fullStr Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance
title_full_unstemmed Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B: Analysis of column temperature and fire resistance
title_sort utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part b: analysis of column temperature and fire resistance
publisher Trans Tech Publications Ltd
publishDate 2023
_version_ 1806423276155568128
score 13.211869