The Influence of Spalling on the Fire Resistance of RC Structures

Abstract:

Article Preview

A great many of experiments has shown that reinforced concrete (RC) structures suffered from spalling in fire. However, at present there are still no convincing spalling predicting models available due to the inhomogeneous nature and complicated thermo-hydro-mechanical interactions in concrete at elevated temperatures. In order to evaluate the fire resistance of RC structures which are subjected to concrete spalling, a thermal analysis procedure is developed which considers the effects of spalling on the growth of temperature in RC members. The predicted temperatures are then used to model the structural behaviour. The spalled portion of concrete is modelled as "void", which has no thermal and mechanical properties. A series of parametric studies carried out on RC structural members with different boundary conditions shows that the influence of spalling on fire resistance is very significant apart from the RC slabs subject to higher laterally restraint.

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao

Pages:

519-523

DOI:

10.4028/www.scientific.net/AMR.255-260.519

Citation:

X. M. Yu et al., "The Influence of Spalling on the Fire Resistance of RC Structures", Advanced Materials Research, Vols. 255-260, pp. 519-523, 2011

Online since:

May 2011

Export:

Price:

$38.00

[1] F.A. Ali , D. O'Connor and A. Abu-Tair, Magazine of Concrete Research, Vol. 53(2001), p.197.

[2] C. Bailey, Proceedings of the ICE, Structures & Buildings, Vol. 152(2002), p.199.

[3] DTI Construction Industry Directorate Project Report, no. 209-977 cc 2376, (2003).

[4] Commission of the European Communities, EN 1992-1-1, Brussels, (2004).

[5] Commission of the European Communities, EN 1992-1-2, Brussels, (2004).

[6] X.M. Yu, Z. Huang, I.W. Burgess and R.J. Plank, Res. Rpt. DCSE/06/F/01, Univ. of Shef., (2006).

[7] Y. Anderberg, in: NIST Workshop on Fire Performance of High Strength Concrete, (1997).

[8] K.D. Hertz, Fire Safety Journal, Vol. 38(2003), p.103.

[9] V.K.R. Kodur, Journal of Fire Protection Engineering, Vol. 15(2005), p.93.

[10] Z. Huang, I.W. Burgess and R.J. Plank, J. of Struct. Engrg., V. 129(2003), p.1093.

[11] Z. Huang, I.W. Burgess and R.J. Plank, J. of Struct. Engrg., V. 129(2003), p.1103.

[12] M. Gillie, et al., Fire Safety Journal, V. 36(2001), p.745.

[13] L. Lim et al., Engineering Structures, V. 26(2004), p.1081.

[14] Z. Huang, A. Platten and J. Roberts, Building and Environment, V. 31(1996), p.109.

[15] Z. Huang, I.W. Burgess and R.J. Plank, ASCE J. of Struc. Engrg., Vol. 135(2009), p.1201.

[16] J.M. Franssen and J.C. Dotreppe, Fire Technology, V. 39(2003), p.89.

[17] Z. Huang, Fire Safety Journal, V. 45(2010), p.271.

In order to see related information, you need to Login.