Finite Element Modelling of Reinforced Concrete Slab at Elevated Temperature Using ABAQUS

Author:

Ab-Kadir Mariyana Aida1,Awal A.S.M. Abdul1

Affiliation:

1. UTM Johor Bharu

Abstract

This paper investigates the finite element modelling of the temperature distributions of reinforced concrete slab using a general purpose non-linear finite-element program, ABAQUS. The reinforced concrete slab is tested under exposure to designed fire in order to validate the shell element in in the ABAQUS program. The modelling results showed agreement with the fire test and it demonstrated that the ABAQUS shell element can be used to predict fire behaviour within reinforced concrete slab in elevated temperature conditions.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

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2. S. Lamont, A.S. Usmani and D.D. Drysdale, Heat Transfer Analysis of the Composite Slab in the Cardington Frame Fire Tests, Fire Safety J. 36 (2001) 815-839.

3. Mariyana Aida Ab-Kadir. Fire Resistance of Earthquake Damaged Reinforced Concrete Frames [PhD Thesis], University of Edinburgh, Scotland, UK, (2013).

4. D.J. O'Callaghan and M.A. O'Connor, Comparision of Finite Element Models of Composite Steel Framed Buildings Behaviour in Fire, Proceeding of the 1st Symposium of Structures in Fire, Copenhagen, (2000) 41-52.

5. P.S. Rose, C.G. Bailey, I.W. Burgess et al, The Influence of Floor Slabs on the Structural Performance of the Cardington Frame in Fire, J. Constr. Steel Res. 46 (1998) 310-311.

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