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Behaviour and structural design of concrete structures exposed to fire
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
2011 (English)Independent thesis Advanced level (degree of Master (Two Years)), 20 credits / 30 HE creditsStudent thesis
Abstract [en]

Concrete has an excellent intrinsic behaviour when exposed to fire, especially

when compared to other building materials. However, its fire resistance should

not be taken for granted and a proper structural fire design is certainly necessary.

This design is based on the understanding of both the material and the

structural behaviour of concrete exposed to fire. A number of complex physicochemical

reactions occur when concrete is heated, causing mechanical properties

as strength and stiffness to deteriorate. Furthermore, the phenomenon of

spalling causes pieces of concrete to break off from the surface, reducing the

cross-section of an element and possibly exposing the reinforcing to the high temperatures.

Spalling can be highly dangerous and is most common in high

strength concrete. However, its mechanism is still not fully understood.

The Eurocode provides a number of procedures in order to design concrete structures

for the fire situation, both prescriptive as performance based. However, of

the latter, only the basic principles are given and several gaps still need to be

filled through research. Thus in practical design, either tabulated data or a simplified

calculation method is used. In many cases, these design methods fail to

predict the true behaviour of concrete structures in real fires. Firstly, the standard

heating curve is not able to represent the wide variety of realistic fires. Furthermore,

design should investigate the behaviour of the complete structure, including

alternative failure modes, whereas member analysis ignores effects as

incompatible thermal expansions which can cause high thermal stresses.

Although a lot of research has been performed already, more in-depth study is

needed. Several elements of the behaviour of heated concrete still need to be researched.

A systematic study of the effects of realistic thermal exposures is

needed and a lot more work is required in order to unravel the mystery of

spalling. The study of the response of complete concrete structures presents another

challenge, requiring large-scale fire tests. The goal is to develop a concrete

model that reflects the true behaviour of concrete structures exposed to fire. This

model should incorporate the fully coupled hygro-thermal-mechanical behaviour

combined with a sophisticated structural analysis, including the effect of transient


Place, publisher, year, edition, pages
Trita-BKN-Examensarbete, ISSN 1103-4297 ; 329
Keyword [en]
Concrete, Fire, Design, Eurocode, Modelling, Review
National Category
Civil Engineering
URN: urn:nbn:se:kth:diva-40444OAI: diva2:441311
Educational program
Degree of Master - Infrastructure Engineering
Available from: 2011-09-15 Created: 2011-09-15 Last updated: 2011-09-15Bibliographically approved

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