Home           Contact us           FAQs           
 
   Journal Page   |   Aims & Scope   |   Author Guideline   |   Editorial Board   |   Search
    Abstract
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
Abstract:

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.
Abstract PDF HTML
  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.
    Advertise with us
 
ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
Submit Manuscript
   Current Information
   Sales & Services
   Contact Information
  Executive Managing Editor
  Email: admin@maxwellsci.com
  Publishing Editor
  Email: support@maxwellsci.com
  Account Manager
  Email: faisalm@maxwellsci.com
  Journal Editor
  Email: admin@maxwellsci.com
  Press Department
  Email: press@maxwellsci.com
Home  |  Contact us  |  About us  |  Privacy Policy
Copyright © 2009. MAXWELL Science Publication, a division of MAXWELLl Scientific Organization. All rights reserved