3Phan L T, Carino N J. Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures [ J ]. ACI Materials Journal, 2002,42 (2) : 54-66.
4Chan Yin Nin, Peng Gar Fei, Anson Mike. Fire behavior of high performance concrete made with silica fume at different moisture contents[J]. ACI Materials Journal, 1999,96(3) :405-409.
7Zhang B, Bicanic N, Pearce C J, et al. Residual fracture properties of normal-and high-strength concrete subject to elevated temperatures[J]. Magazine of Concrete Research,2000,52(2): 123.
8Lawson J Randall, Phan Long T, Davis Frank. Mechanical properties of high performance concrete after exposure to elevated temperatures[M]// NISTIR. National Institute of Standards and Technology. [s.l.]: NISTIR, 2000: 1-35.
9CHAN Y N, LUO X, SUN W. Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800℃[J]. Cement and Concrete Research,2000,30(4):247.
10Andrew Kitchen. Polypropylene fibers reduce explosive spalling in fire[J]. Concrete,2001(4):89.
9WANG Z L, WU L P, WANG J G. A study of constitutive relation and dynamic failure for SFRC in compression [J]. Construction and Building Materials ,2010,24 ( 8 ) : 1358-1363.
10WANG Z L, WU J, WANG J G. Experimental and numerical analysis on effect of fibre aspect ratio on mechanical properties of SRFC I J ] ~ Construction and Building Materials, 2009,24 ( 4 ) : 559- 565.