Estimation of Load Bearing Capacity of Eccentrically Compressed Reinforced Concrete Elements under Dynamic Loading in Fire Conditions

Article Preview

Abstract:

Research of influence of fire impacts on the dynamic strength of eccentrically compressed concrete elements requires a deeper consideration. The purpose of this article is the study of dynamic strength of eccentrically compressed concrete elements in fire conditions under rapidly increasing dynamic loading. It is done the analytical calculation of eccentrically compressed reinforced concrete columns under different thermo powers conditions, there are shown the results of calculations and experimental data. It is shown a graph of dynamic coefficient for concrete depending on the time of dynamic loading and temperature.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

62-65

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xie J., Elwi A.E., MacGregor J.G. Numerical Investigation of Eccentrically Loaded High-strength Concrete Tied Columns. Structural Journal. 1996, no. 93(4), p.449—461.

DOI: 10.14359/9704

Google Scholar

[2] Lie, T. T. and R. J. Irwin (1993). Method to calculate the fire resistance of reinforced concrete columns with rectangular cross section., ACI Structural Journal 90(1): 52-60.

DOI: 10.14359/4210

Google Scholar

[3] Tan, K. H. and Y. Yao (2003). Fire resistance of four-face heated reinforced concrete columns., Journal of Structural Engineering 129(9): 1220-1229.

DOI: 10.1061/(asce)0733-9445(2003)129:9(1220)

Google Scholar

[4] Tan, K. H. and Y. Yao (2004). Fire resistance of reinforced concrete columns subjected to 1-, 2-, and 3-face heating, Journal of Structural Engineering 130(11): 1820-1828.

DOI: 10.1061/(asce)0733-9445(2004)130:11(1820)

Google Scholar

[5] Tamrazyan A. G. Reduce the impact of dynamic strength of concrete under fire conditions on bearing capacity of reinforced concrete columns. ICSMIM 2013. 2nd International Conference on Sensors, Measurement and Intelligent Materials. Guangzhou, China, 16–17 November, (2013).

DOI: 10.4028/www.scientific.net/amm.475-476.1563

Google Scholar

[6] Tamrazyan A.G., Avetisyan L.A. Eksperimental'nie issledovanija v necentrennoszhatyh zhelezobetonnyhj elementov pri kratkovremennyh dinamicheskih nagruzhenijah v uslovijah ognevyh vozdejstvij" Promyshlennoe i grazhdanskoe stroitel, stvo. - 2014. - N 4. – pp.24-28.

Google Scholar

[7] EN 1992-1-2, Eurocode 2, Design of concrete structures, Part 1-2: General rules - Structural fire design, Commission of the European Communities, Brussels, (2004).

Google Scholar

[8] Lykov A.V. Teorijateploprovodnosti, Vysshajashkola. pp.31-36, M. (1986).

Google Scholar

[9] Anderberg, Y. (1983), Properties of Materials at High Temperatures- Steel, RILEM Report, University of Lund, Sweden.

Google Scholar

[10] Huang, Z., and Platten, A., Non-linear finite element analysis of planar reinforced concrete members subjected to fire, ACI Structural Journal, 94 (3), pp.272-282, (1997).

DOI: 10.14359/479

Google Scholar