[1]
ACI committee 440. 2R-02: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute, Farmington Hills, Michigan, (2002).
DOI: 10.14359/51700867
Google Scholar
[2]
H. Blontrock, L. Taerwe and S. Matthys, Properties of Fiber Reinforced Plastics at Elevated Temperatures with Regard to Fire Resistance of Reinforced Concrete Members, Fourth International Symposium on Fiber Reinforced Polymer Reinforced for Reinforced Concrete Structure, Dolan, C.W., Rizkalla, S.H., Nanni, A., eds., American Concrete Institute, Petroit, Michigan, SP188-5, 1999, pp.43-54.
DOI: 10.14359/5612
Google Scholar
[3]
B. Williams, Fire Performance of FRP-Strengthened Reinforced Concrete Flexural Members. PhD thesis, Department of Civil Engineering, Queen's University, Kingston, Ontario, Canada, (2004).
Google Scholar
[4]
Xu Fuquan, Research on Static Load Test of CFRP-Strengthened Reinforced Concrete Beams. Beijing: China Academy of Building Research, 2007 (in Chinese).
Google Scholar
[5]
R. Barnes and J. Fidell, Performance in Fire of Small-Scale CFRP Strengthened Concrete Beams. Journal of Composites for Construction, ASCE, 2006, 10 : ( 6), 503-508.
DOI: 10.1061/(asce)1090-0268(2006)10:6(503)
Google Scholar
[6]
ANSYS, ANSYS User's Manual (Revision 5. 7), ANSYS, Inc., (2001).
Google Scholar
[7]
T.T. Lie and R.J. Irwin, Evaluation of fire resistance of reinforced concrete columns with rectangular cross-section. IRC Internal Rep. No. 601, National Research Council of Canada, Ottawa, (1990).
Google Scholar
[8]
L. Bisby, Fire behavior of fiber-reinforced polymer (FRP) reinforced or confined concrete. PhD thesis, Department of Civil Engineering, Queen's University, Kingston, Ontario, Canada, (2003).
Google Scholar
[9]
Wu Bo and Wan Zhijun, Study on the strengths of CFS and adhesive at elevated temperature. 3rd national conference for fire-resistance and anti-corrosion of steel structure & 1st national conference on structural fire-resistance, Fuzhou, 2005: 386-393 (in Chinese).
Google Scholar
[10]
J.P.C. Rodrigues et al., Experimental research on the critical temperature of compressed steel element with restrained thermal elongation. Journal of Composites for Construction, ASCE, 2006, 10 : (6), 503-508.
Google Scholar
[11]
Gao Wanyang et al., Experimental behavior of insulated carbon FRP-strengthened reinforced concrete beams in fire. Fourth International Conference on FRP Composites in Civil Engineering (CICE2008), 22-24 July, Zurich, Switzerland, 2008 (in Press).
DOI: 10.4028/www.scientific.net/kem.400-402.749
Google Scholar
[12]
ASCE Committee in Fire Protection, Structural fire protection, Manual and Report No. 78, New York, (1992).
Google Scholar
[13]
N. Benichou et al., Results of fire resistance experiments on FRP-strengthened reinforced concrete slabs and beam-slab assemblies-Report no. 2. http: /laws. justice. gc. ca/en/showtdm /cs/C-42, August (2008).
Google Scholar