Utilization of Numerical Techniques to Predict the Thermal Behavior of Wood Column Subjected to Fire Part B: Analysis of Column Temperature and Fire Resistance

Abstract:

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.

• Periodical: Key Engineering Materials (Volumes 306-308)
• Pages: 583-588
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.306-308.583
• Online since: March 2006
• Authors: Mohamed ElShayeb, Abdul Rashid Ab Malik, Fazril Ideris, Zolman Hari, Norhaida Ab Razak, Jacqueline Eng Ling Siang, Zulfika Anuar
• Keywords: Fire Resistant, Hexagonal, I Cross Section Column, Octagonal, Rectangular, Temperature History

References

[1] Mohamed ElShayeb, Abdul Rashid Ab Malik, Fazril Ideris, Zolman Hari, Norhaida bt Ab Razak, Jacqueline Eng Ling Siang, Zulfika Anuar, 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, Proceeding of FEOFS 2005, Bali, Indonesia.

DOI: 10.4028/www.scientific.net/kem.306-308.577

[2] Hamdy Adel Rahman Gouda, Thesis: Performance of Structural Wood Column Exposed to Fire, University Teknologi Malaysia, Malaysia, pp.216-224 and 238-246 (1999).

[3] T. T Lie, A Method for Assesing the Fire Resistance of Laminated Timber Beams and Columns, Can.J. Civ. Eng, pp.161-169 (1977).

DOI: 10.1139/l77-021

[4] Mohamed ElShayeb, Abdul Rashid Ab Malik, Fazril Ideris, Zolman Hari, Norhaida bt Ab Razak, Jacqueline Eng Ling Siang, Zulfika Anuar, Utilization of Numerical Techniques to Predict The Thermal Behavior of Wood Column Subjected to Fire Part C: Sensitivity Analysis, Proceeding of FEOFS 2005, Bali, Indonesia.

DOI: 10.4028/www.scientific.net/kem.306-308.589