Fire Protection of High-Performance Concrete Using Protective Lining

Article Preview

Abstract:

The paper presents results of experimental and numerical analyses on the fire behavior of concrete elements protected by sprayed protective linings. Particular attention is given to high- (HPC) and ultrahigh performance concrete (UHPC), as HPC and UHPC tend to exhibit explosive spalling in fire due to low porosity. The results provide basic input data for the development of simplified rules for the fire design of concrete structures protected by sprayed protective linings.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

758-763

Citation:

Online since:

July 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Khoury G.A., Effect of Fire on Concrete and Concrete Structures, Progress in Structural Engineering and Materials V. 2, 2000, pp.429-447.

DOI: 10.1002/pse.51

Google Scholar

[2] Hertz K.D., Limits of spalling of fire-exposed concrete, Fire Safety Journal V. 38, 2003, pp.103-116.

DOI: 10.1016/s0379-7112(02)00051-6

Google Scholar

[3] fib fédération internationale du béton, State-of-Art Report, Bulletin 38, Fire design of concrete structures – materials, structures and modelling, Lausanne, 2007.

Google Scholar

[4] Phan L.T., Fire performance of high-strength concrete: a report of the state-of-the-art, National Institute of Standards and Technology, Gaithersburg, MD, 1996, p.105.

Google Scholar

[5] Kodur V.K.R. & Phan L., Critical factors governing the fire performance of high strength concrete systems, Fire Safety Journal V. 42, 2007, pp.82-488.

DOI: 10.1016/j.firesaf.2006.10.006

Google Scholar

[6] Kodur V.K.R. & McGrath R., Effect of silica fume and lateral confinement on fire endurance of high strength concrete columns, Canadian Jour. of Civil Eng. V. 33, 2006, pp.93-102.

DOI: 10.1139/l05-089

Google Scholar

[7] Klingsch E., Frangi A. & Fontana M., High- and Ultrahigh- Performance Concrete: A systematic experimental analysis on spalling ACI Special Publication 279, (2011)

Google Scholar

[8] ISO 834-1:1999, Fire-resistance tests - Elements of building construction - Part 1: General requirements, ISO International Organization for Standardization.

Google Scholar

[9] EN 1991-1-2:2002, Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire, CEN Brussel.

DOI: 10.3403/02700262u

Google Scholar

[10] EN 13381-4:2009, Test methods for determining the contribution to the fire resistance of structural members-Part 4: Applied passive protection products to steel members, CEN Brussel.

DOI: 10.3403/30256847u

Google Scholar

[11] EN 1993-1-2:2005, Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design, CEN Brussel.

DOI: 10.1002/9783433601570.oth1

Google Scholar

[12] EN 1992-1-2:2004, Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design, CEN Brussel.

Google Scholar