EXPERIMENTAL VERIFICATION OF COLUMN AT EXTREME TEMPERATURE

Authors

  • Badri Abdul Ghani Department of Mechanics of Materials Faculty of Mechanical Engineering Universiti Teknologi Malaysia 81310 Johor Bahru, Johor
  • Mohamed El-Shayeb Department of Mechanics of Materials Faculty of Mechanical Engineering Universiti Teknologi Malaysia 81310 Johor Bahru, Johor
  • T.T.Lie T.T.Lie Division of Building Research National Research Council, Canada

Keywords:

Keywords

Abstract

Experim ental studies have been carried out to predict the fire
resistance of protected I-shaped steel insulated with ceramic
fibre. The steel section selected were W250-80 and W3IO-I58.
The experimental results are compared with those obtained using
the mathematical models develop by the same authors. The
results indicate that the model is capable ofpredicting the fire.

References

Ghani, B. A. et. ai, Heat Transfer and Strength Analysis of Column at Extreme Temperature, University Techno logy of Malaysia, 199.6.

El-S haycb, Mohamed, Fire-Resistance of Co ncrete-Filled and Rein forcedcConcrete Columns, PhD. Thesis, Universi ty o f New Hampshire, US A, May1986.

Lie, T. T. ,Temperature of Prot ected Steel in Fire, Behaviour o f Structural Steel in Fire, Ministry of Technology and Fire Offices, Committee Joint FireResearch Organisation Symposium No.2, H. M. S. 0 ., London, 1968.

Lie, T. T. Feas ibility o f Determining the Equilibrium Moi sture Condition in Fire ResistanceTest Specimens by Measuring their Elec trical-res is tance, BuildingResearch Note No. 75, Division of Building Research, NRC, Ottawa, 1971 .

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Published

2018-05-21

How to Cite

Abdul Ghani, B., El-Shayeb, M., & T.T.Lie, T. (2018). EXPERIMENTAL VERIFICATION OF COLUMN AT EXTREME TEMPERATURE. Jurnal Mekanikal, 2(2). Retrieved from https://jurnalmekanikal.utm.my/index.php/jurnalmekanikal/article/view/306

Issue

Section

Mechanical

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