1Hertz K D.Limits of spalling of fire-exposed concrete[J].Fire Safety Journal,2003 (38):103-116.
2Kodur V K,McGrath R.Performance of high strength concrete columns under severe fire conditions[C].Proceedings of the third international conference on concrete under severe conditions,Vancouver,BC,Canada,2001:254-268.
4ChengFu-ping,Kodur V K R,Wang Tien-chih.Stressstrain curves for high strength concrete at elevated temperatures[J].ASCE,Materials in civil engineering,2004,16(1):84-90.
6Handoo S K,Agarwal S,Agarwal S K.Physicochemical,mineralogical,and morphological characteristics of concrete exposed to elevated temperatures[J].Cement and Concrete Research,2002(32):1009-1018.
8Hisaka M.Physical properties of high strength and high quality concrete using water reducing agents.Part 2[J].Cement and Concrete,1992 (549):9-18.
9Ahmed G N,Hurst J P.An analytical approach for investigating the causes of spalling of high strength concrete at high temperatures[C].The Proceedings of International Workshop on Fire Performance of High Strength Concrete (NIST SP 919).Gaithersburg,MD,USA:NIST,1997 (13/14):95-108.
10Hernandez-Olivares F,Barluenga G.Fire performance of recycled rubber-filled high-strength concrete[J].Cement and concrete Research,2004,34:109-117.