Sanjayan G,Stocks L J.Spalling of High-Strength Silica FumeConcrete in Fire[J].ACI Materials Journal,1993(3-4):170 -173.
[2]
Hertz K D.Limits of Spalling of Fire-Exposed Concrete[J].FireSafety Journal,2003(38):103-116.
[3]
Kodur V K R,Cheng Fu Ping,Wang Tien Chih,et al.Effect ofStrength and Fiber Reinforcement on Fire Resistance of High-Strength Concrete Columns[J].Journal of Structural Engineering,2003(2):253-259.
[4]
Sammy Yin Nin Chan,Xin Luo,Wei Sun.Effect of HighTemperature and Cooling Regimes on the Compressive Strength andPore Properties of High Performance Concrete[J].Constructionand Building Materials,2000(14):261-266.
[5]
Ivan Janotka,Lubomir Bagel.Pore Structures,Permeabilities andCompressive Strengths of Concrete at Temperatures up to 800℃[J].ACI Materials Journal,2002(3-4):196-200.
[6]
Chan Y N,Peng G F,Anson M.Fire Behavior of High-Performance Concrete Made with Silica Fume at Various MoistureContents[J].ACI Materials Journal,1999:405-409.
[7]
Bilodeau A,Kodur V K R,Hoff G C.Optimization of the Typeand Amount of Polypropylene Fibres for Preventing the Spalling ofLightweight Concrete Subjected to Hydrocarbon Fire[J].Cementand Concrete Composites,2004(26):163-174.
[8]
Pierre Kalifa,Gregoire Chene,Christophe Galle.High-Temperature Behaviour of HPC with Polypropylene Fibres fromSpalling to Microstructure[J].Cement and Concrete Composites,2001(31):1487-1499.
Poon Chisun,Salman Azhar,Mike Anson,et al.Comparison ofthe Strength and Durability Performance of Normal and High-Strength Pozzolanic Concretes at Elevated Remperatures [J].Cement and Concrete Research,2001(31):1291-1300.
[11]
Xu Y,Wong Y L,Poon C S.Impact of High Temperature on PFAConcrete[J].Cement and Concrete Research,2001(31):1065 -1073.
[12]
Xu Y,Wong Y L,Poon C S,et al.Influence of PFA on Crackingof Concrete and Cement Paste after Exposure to High Temperatures[J].Cement and Concrete Research,2003(33):2009-2016.
[13]
International Union of Testing and Research Laboratories forMaterials and Construction.TILEM Technical Recommendationsfor the Testing and Use of Construction Materials: Determination ofthe Fracture Energy of Mortar and Concrete by Means of ThreepointBend Tests on Notched Beams[M].London:E&FN SPON,1994.
[14]
Chan Y N,Peng G F,Anson M.Residual Strength and PoreStructure of High-strength Concrete and Normal Strength Concreteafter Exposure to High Temperatures[J].Cement and ConcreteComposites,1999(21):23-27.