TESTS ON STRUCTURALLY DEFICIENT RC SLABS STRENGTHENED WITH FIBRE REINFORCED POLYMER (FRP) COMPOSITES

［1］Arduini, M., Nanni, A. and Romagnolo, M. (2004) "Performance of one-way reinforced concrete slabs with externally bonded fiber-reinforced polymer strengthening", ACI Structural Journal, Vol.101, No. 2, pp. 193-201.［2］AS 1012 Methods of Testing Concrete, Standards Australia, Sydney, Australia.［3］AS1391 (1991)Methods for Tensile Testing of Metals, Standards Australia, Sydney, Australia.［4］AS3600 (2001) Concrete Structures, Standards Australia, Sydney, Australia.［5］AS/NZS4671 (2001) Steel Reinforcing Materials, Standards Australia, Sydney, Australia.［6］Lam, L. and Teng, J.G. (2001) “Strength of RC cantilever slabs bonded with GFRP strips”,Journal of Composites for Construction, ASCE, Vol. 5, No. 4, pp. 221-227.［7］Seim, W., Horman, M. Karbhari, V. and Seible, F. (2001) “External FRP poststrengthening of scaled concrete slabs”, Journal of Composites for Construction, ASCE, Vol. 5, No. 2, pp. 67-75.［8］Smith, S.T. and Gilbert, R.I. (2003) “Tests on RC slabs reinforced with 500 MPa welded wire fabric”, Proceedings (CD-ROM), Concrete in the 3rd Millennium, CIA 2003, 21st Biennial Conference, Concrete Institute of Australia (CIA), Brisbane, Australia, 17-19 July.［9］Teng, J.G., Lam, L, Chan, W. and Wang, J. (2000) “Retrofitting of deficient RC cantilever slabs using GFRP strips”, Journal of Composites for Construction, ASCE, Vol. 4, No. 2, pp. 75-84.［10］Teng, J.G., Chen, J.F., Smith, S.T. and Lam, L. (2002) FRP-Strengthened RC Structures, John Wiley & Sons, Chichester, West Sussex, U.K., 245 pp.［11］Teng, J.G., Smith, S.T., Yao, J. and Chen, J.F. (2003) “Intermediate crack induced debonding in RC beams and slabs”, Construction and Building Materials, Vol. 17, No. 6-7, pp.