Issue 46

S.Y. Jiang et alii, Frattura ed Integrità Strutturale, 46 (2018) 275-284; DOI: 10.3221/IGF-ESIS.46.25 284 [9] Tan, K.H., Saha, M.K. (2006). Long-Term Deflections of Reinforced Concrete Beams Externally Bonded with FRP System, Journal of Composites for Construction, 10(6), pp. 474-482. DOI: 10.1061/(ASCE)1090-0268(2006)10:6(474). [10] Kim, S.H., Han, K.B., Kim, K.S. (2009). Stress–strain and deflection relationships of RC beam bonded with FRPs under sustained load, Composites Part B Engineering, 40(4), pp. 292-304. DOI: 10.1016/j.compositesb.2008.12.003. [11] Muller, M., Toussaint, E., (2007). Investigation into the time-dependent behavior of reinforced concrete specimens strengthened with externally bonded CFRP-plates, Composites Part B Engineering, 38(4), pp. 417-428. DOI: 10.1016/j.compositesb.2006.10.001. [12] Rao, X.P. (2006). Experimental study on the creep of reinforced concrete beams strengthened with carbon fiber cloth, Hunan University. [13] Gilbert, R.I., Ranzi, G. (2010). Time-Dependent Behavior of Concrete Structures//Time-dependent behavior of concrete structures, Spon. [14] Wang, X.G., Li, S., Zhou, X.G. (2014). Study on anti stripping of U type hoop in flexural strengthening of CFRP with weak interface, Journal of Civil, Architectural and Environmental Engineering, 36(2), pp. 14-20. [15] Cao, G.H., Yang, L., Zhang, K.C.H. (2017). Influence of reinforcement on creep of concrete, Journal of Central South University (Science and Technology), 48(2), 506-511. [16] Zhu, P.H., Chen, C.H. (2013). Design principle of concrete structure, Beijing Institute of Technology Press.