Major Issues of Theory and Practice of Fire Resistance of Reinforced Concrete Structures and Buildings

Article Preview

Abstract:

The basic problems of the theory such as principle of assigning classes of fire resistance, reliability issues, alternative approach to calculation methods, mathematical models of concrete and reinforcement deformation diagram, numerical modelling techniques, temperature analysis and calculation of mechanical work of structural system in fire conditions have been considered. It is revealed that the real practical problem is the lack of professional training of civil engineers in Ukraine and abroad.

You might also be interested in these eBooks

Info:

* - Corresponding Author

[1] EN 1992-1-2:2004 Eurocode 2: Design of concrete structures – Part 1-2: General rules - Structural fire design, 75 (2004).

Google Scholar

[2] DBN B.2.6-98:2009 State Building Standards of Ukraine. Construction of buildings and structures. Concrete and reinforced concrete structures. Basic provisions. Ministry of Regional Development and Construction of Ukraine. Kiev, 71 (2011).

Google Scholar

[3] DSTU B В.2.6-156:2010 Concrete and reinforced concrete structures of heavy concrete. Design rules. Ministry of Regional Development and Construction of Ukraine. Kiev, 118 (2011).

Google Scholar

[4] EN 1992-1-1:2005 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings, 136 (2005).

DOI: 10.1680/dgte2docs.31050

Google Scholar

[5] DSTU-N P B B.2.6-159:2010 buildings and structures. Design of reinforced concrete structures. Basic provisions. Fire resistance. (EN 1992-1-2:2004, MOD), 37 (2010).

Google Scholar

[6] DBN B.1.1-7:2016 Fire safety of construction objects. General requirements. Ministry of Regional Development, Construction, Housing and Utilities Sector of Ukraine, Kyiv 35 (2016).

Google Scholar

[7] DBN B.1.2-7:2008 System of ensuring the reliability and safety of construction sites. Basic requirements for buildings and structures. Fire Safety, Kyiv, 31 (2008).

Google Scholar

[8] DSTU-N B EN 1991-1-2:2010 Eurocode 1. Effects on structures. Part 1-2. Common impacts. Effects on structures in a fire (EN 1991-1-2:2002, IDT), 74 (2011).

Google Scholar

[9] Lennon T., Moore D.B., Wang Y.K., Bailey K.G. Design guidance to EN 1991-1-2, 1992-1-2, 1993-1-2, 1994-1-2: Guidelines for the design of fire protection of steel, reinforced concrete and concrete structures of buildings and structures in accordance with Eurocodes. Translation from English. Moscow, MSU, (2012).

Google Scholar

[10] S.L. Fomin,, S.V. Butenko, K.V. Spirande, M.V. Iakymenko, Mathematical model of concrete strain diagram under heating. IOP Conference Series: Materials Science and Engineering. 708 (2019) 012048.

DOI: 10.1088/1757-899x/708/1/012048

Google Scholar

[11] S.L. Fomin, Assessment of fire resistance of multi-storey frame buildings, Resource-saving materials, structures, housings and buildings. 16 (1) (2008) 204– 212.

Google Scholar