Carrying Capacity Definition of Steel-Concrete Beams with External Reinforcement under the Fire Impact-Reference-Cited by-同舟云学术

Carrying Capacity Definition of Steel-Concrete Beams with External Reinforcement under the Fire Impact

Published:2014-08 Issue: Volume:617 Page:167-170
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Vatulia Glib¹,Orel Yevhen¹,Kovalov Maksym¹

Affiliation:

1. Ukrainian State Academy of Railway Transport

Abstract

The authors proposed the results of fire resistance evaluation of steel-concrete beams with external sheet reinforcement at standard temperature range of fire in the room and justified specifications for flame-retardant coat due to design standards. In order to analyze fire resistance the three-dimensional computer models were developed taking into account the basic conditions of beams loading and bearing as well as non-linear "stress-strain" dependencies of concrete and external reinforcement.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.617.167.pdf

Reference8 articles.

1. EN 1992-1-2: 2004 Eurocode 2: Design of Concrete Structures, Part 1-2: General rules - Structural Fire Design, Brussels, (2004).

2. A.F. Milovanov, Fire Resistance of Reinforce Concrete Structures, Storjizdat, Moscow, (1986).

3. B. Barthelemy, G. Cruppa, Fire Resistance of Building Structures, Strojizdat, Moscow, (1985).

4. Z. Huang, I.W. Burgess, R.J. Plank. Behavior of reinforced concrete structures in fire, Proc. Int. Workshop Struct. in Fire. (2006).

5. R.B. Caldas, R.H. Fakury, João Batista M Sousa JR. Finite element implementation for the analysis of 3D steel and composite frames subjected to fire. Lat. Am. j. solids struct. [online]. (2014).

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