Effect of Sustained Elevated Temperature on Mechanical Behavior of Reinforcing Bar-Reference-Cited by-同舟云学术

Effect of Sustained Elevated Temperature on Mechanical Behavior of Reinforcing Bar

Published:2017 Issue: Volume:173 Page:905-909
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Ahmad Mohammad Suhaib

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference10 articles.

1. ECS (European Committee for Standardization) (2002) EN 1991-1–2: Actions on structures. Part 1-2: General actions – actions on structures exposed to fire. ECS, Brussell.

2. An approach for evaluating the residual strength of fire-exposed RC beams;Kodur;Mag Concr Res,2010

3. The structural behavior and simplified thermal analysis of normal-strength and high-strength concrete beams under fire;Choi;Engineering Structures,2011

4. Residual behaviour of steel rebars and R/C sections after a fire;Felicetti;Constr. Build. Mater,2009

5. Experimental evaluation of the mechanical properties of steel reinforcement at elevated temperature;Elghazouli;Fire Saf. J,2009

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