Numerical modelling of behaviour of reinforced concrete columns in fire and comparison with Eurocode 2

Author:

Bratina Sebastjan,Čas Bojan,Saje Miran,Planinc Igor

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference32 articles.

1. Stress and deformation characteristics of concrete at high temperatures, 2. Experimental investigation and material behaviour model;Anderberg,1976

2. ASTM E-119-76, 1976. Standard Methods of Fire Tests of Building Construction and Materials, Annual book of ASTM standards, Parts 18, American Society for Testing and Materials

3. Bratina, S., Saje, M., Planinc, I., 2003a. On materially and geometrically non-linear analysis of reinforced concrete planar frames, Internal report 1/2003, University of Ljubljana, Faculty of Civil and Geodetic Engineering, Chair of Mechanics, 49p

4. Non-linear fire-resistance analysis of reinforced concrete beams;Bratina;Structural Engineering and Mechanics,2003

5. On materially and geometrically non-linear analysis of reinforced concrete planar frames;Bratina;International Journal of Solids and Structures,2004

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