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2013 (Vol. 5, Issue: 02)
Article Information:

Fire Analysis of Reinforced Concrete Beams with 2-D Plane Stress Concrete Model

Yousef Zandi, Oğuz Burnaz and Ahmet Durmuş
Corresponding Author:  Yousef Zandi 

Key words:  2-D, non-linear fire analysis, reinforced concrete beam, , , , ,
Vol. 5 , (02): 398-404
Submitted Accepted Published
April 29, 2012 May 23, 2012 January 11, 2013

The main purpose of this study is to investigate the nonlinear response of reinforced concrete beams under standard fire conditions. With this purpose, the 2-D nonlinear structural analysis of a chosen reinforced concrete simple beam is carried out. This beam is exposed to fire form three sides and fixed distributed loads on top of it. In these structural analyses the changes of material properties of concrete and reinforcements according to increasing temperatures are taken into account. Results drawn from these analyses are compared with the results from some simplified methods and put forward some conclusions and recommendations concerning the fire design of reinforced concrete beams.
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  Cite this Reference:
Yousef Zandi, Oğuz Burnaz and Ahmet Durmuş, 2013. Fire Analysis of Reinforced Concrete Beams with 2-D Plane Stress Concrete Model.  Research Journal of Applied Sciences, Engineering and Technology, 5(02): 398-404.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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