Issue 46

H. Zhu et alii, Frattura ed Integrità Strutturale, 46 (2018) 361-370; DOI: 10.3221/IGF-ESIS.46.33 370 [5] Jumaat, M.Z., Rahman, M.M. and Alam, M.A. (2010). Flexural strengthening of RC continuous T beam using CFRP laminate: A review. International Journal of Physical Sciences, 5(6), pp. 619-625. [6] Dias, S.J.E. and Barros, J.A.O. (2012). NSM shear strengthening technique with CFRP laminates applied in high- strength concrete beams with or without pre-cracking. Composites Part B, 43(2), pp. 290-301. [7] Elchalakani, M. (2014). CFRP strengthening and rehabilitation of degraded steel welded RHS beams under combined bending and bearing. Thin-Walled Structures, 77(4), pp. 86-108. [8] Belarbi, A. and Acun, B. (2013). FRP Systems in Shear Strengthening of Reinforced Concrete Structures. Procedia Engineering, 57(1), pp. 2-8. [9] Parvin, A. and Brighton, D. (2014). FRP Composites Strengthening of Concrete Columns under Various Loading Conditions. Polymers, 6(4), pp. 1040-1056. [10] Burke, P.J., Bisby, L.A. and Green, M.F. (2013). Effects of elevated temperature on near surface mounted and externally bonded FRP strengthening systems for concrete. Cement & Concrete Composites, 35(1), pp. 190-199. [11] Ou, J.P., Wang, B., He, Z., Zhang, X. and Qian, M. (2004). Load-deflection response of concrete beams reinforced with FRP bars. Advances in Structural Engineering, 7(5), pp. 427-436. [12] Stratford, T.J. and Bisby, L.A. (2012). Effect of Warm Temperatures on Externally Bonded FRP Strengthening. Journal of Composites for Construction, 16(3), pp. 235-244. [13] Wu, Z., Iwashita, K., Sun, X. and Kobayashi, A. (2010). Development of structural strengthening method with prestressed near-surface mounted CFRP tendons. Kozo Kogaku Ronbunshu A, 56, pp. 630-643. [14] Dirar, S., Lees, J.M. and Morley, C. (2013). Phased Nonlinear Finite-Element Analysis of Precracked RC T-Beams Repaired in Shear with CFRP Sheets. Journal of Composites for Construction, 17(4), pp. 476-487. [15] Taghia, P. and Bakar, S.A. (2013). Mechanical behaviour of confined reinforced concrete-CFRP short column- based on finite element analysis. World Applied Sciences Journal, 24(7), pp. 960-970.