Issue 29

D. De Domenico et alii, Frattura ed Integrità Strutturale, 29 (2014) 209-221; DOI: 10.3221/IGF-ESIS.29.18 221 [25] Balan, T.A., Spacone, E., Kwon, M., A 3D hypoplastic model for cyclic analysis of concrete structures, Engineering Structures, 23 (2001) 333–342. [26] De Domenico, D., Pisano, A.A., Fuschi, P., A FE-based limit analysis approach for concrete elements reinforced with FRP bars, Composite Structures, 107 (2014) 594–603. [27] Hu, H.T., Lin, F.M., Jan, Y.Y., Nonlinear finite element analysis of reinforced concrete beams strengthened by fiber- reinforced plastics, Composite Structures, 63 (2004) 271–281. [28] Limam, O., Foret, G., Ehrlacher, A., RC beams strengthened with composite material: a limit analysis approach and experimental study, Composite Structures, 59 (2003) 467–472.