Issue 63

I. Harba et alii, Frattura ed Integrità Strutturale, 63 (2023) 190-205; DOI: 10.3221/IGF-ESIS.63.16

[43] Kaiss, S., Raid, K. and Mohammed, H. (2018). Influence of ties on the behavior of short reinforced concrete columns strengthened by external CFRP, MATEC Web of Conferences, 162, pp. 4005–4005. [44] (2008). ABAQUS theory manual, user manual and example manual, Version 6, vol. 8. Providence, RI: Karlsson & Sorensen Inc. [45] Lee, J. and Fenves, G.L. (1998). Plastic-damage model for cyclic loading of concrete structures, J Eng Mech, 124. [46] Lubliner, J., Oliver, J., Oller, S. and On ate, E. (1989). A plastic damage model for concrete, Int J Solids Struct, 25, pp. 299-326. [47] Lam, L. and Teng, J. (2003). Design-Oriented Stress-Strain Model for FRP-Confined Concrete, construction & building materials, 17(6-7), pp. 471-489. [48] Lam, L. and Teng, J. (2003). Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns, Journal of Reinforced Plastics and Composites, 22(13), pp. 1149-1186. [49] (2017). Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-17), vol. 112. Farmington Hills, MI: American Concrete Institute. [50] Wei, Y., Jiang, C. and Wu, Y.F. (2019). Confinement effectiveness of circular concrete-filled steel tubular columns under axial compression, Journal of Constriction and Steel Research, 158, pp. 15–27.

205