Issue 51

G. Ramaglia et alii, Frattura ed Integrità Strutturale, 51 (2020) 288-312; DOI: 10.3221/IGF-ESIS.51.23 304 [16] Lignola, G.P., Angiuli, R., Prota, A., Aiello, M.A. (2014). FRP confinement of masonry: analytical modeling, Mater. Struct. Constr., 47(12), pp. 2101-2115. DOI: 10.1617/s11527-014-0323-6. [17] Lignola, G.P., Nardone, F., Prota, A., Manfredi, G. (2012). Analytical model for the effective strain in FRP-wrapped circular RC columns, Compos. Part B Eng., 43(8). Pp. 523-532. DOI: 10.1016/j.compositesb.2012.04.007. [18] Lignola, G.P., Prota, A., Manfredi, G., Cosenza, E. (2008). Unified theory for confinement of RC solid and hollow circular columns, Compos. Part B Eng., 39(7-8), pp. 1151-1160. DOI: 10.1016/j.compositesb.2008.03.007. [19] Stassi-D’Alia, F. (1967). Flow and fracture of materials according to a new limiting condition of yelding, Meccanica, 2(3), pp. 178-195. DOI: 10.1007/bf02128173. [20] Stassi-D’Alia, F. (1969). Limiting conditions of yielding for anisotropic materials, Meccanica, 4(4), pp. 349-363. DOI: 10.1007/bf02133100. [21] Popov, E.P. (1999), University of California, Berkley. Engineering Mechanics of Solids (2 nd edition). [22] Meshii, T., Ito, Y. (2012). Proposal of failure criterion applicable to finite element analysis results for wall-thinned pipes under bending load, Nucl. Eng. Des., 242, pp. 34-42. DOI: 10.1016/j.nucengdes.2011.09.032. [23] Khechai, A., Tati, A., Guettala, A. (2014). Finite element analysis of stress concentrations and failure criteria in composite plates with circular holes, Front. Mech. Eng., 9(3), pp. 291-294. DOI: 10.1007/s11465-014-0307-9. [24] Noor-E-Khuda S., Albermani F. (2019). Mechanical properties of clay masonry units: Destructive and ultrasonic testing, Constr. Build. Mater., 219, pp. 111-120. DOI: 10.1016/j.conbuildmat.2019.05.166. [25] Schubert, P. (1994). Tensile and flexural strength of masonry: Influences, test methods, 21 test results. 10th Int. Brick and Block Masonry Conf., Calgary, Canada, 05–07 July, 22 1994. [26] Drucker, D.C., Prager, W. (1952). Soil mechanics and plastic analysis or limit design, Q. Appl. Math. DOI: 10.1090/qam/48291. [27] Hill, R. (1948). A theory of the yielding and plastic flow of anisotropic metals, Proc. R. Soc. London. Ser. A. Math. Phys. Sci., 193(1033). DOI: 10.1098/rspa.1948.0045. [28] Zhang, Z.F., Eckert, J. (2005). Unified tensile fracture criterion, Phys. Rev. Lett., 94(9). DOI: 10.1103/PhysRevLett.94.094301. [29] Labuz, J.F., Zang, A. (2012). Mohr–Coulomb Failure Criterion, Rock Mech. Rock Eng., 45(6), pp. 975-979. DOI: 10.1007/s00603-012-0281-7. [30] Handin, J. (1969). On the Coulomb-Mohr failure criterion, J. Geophys. Res. DOI: 10.1029/jb074i022p05343. [31] CNR-DT 200 R1/2013. (2013). Guide for the design and construction of externally bonded FRP systems for strengthening existing structures, Ital. Natl. Res. Counc. [32] Krevaikas, T.D., Triantafillou, T.C. (2005). Masonry Confinement with Fiber-Reinforced Polymers, J. Compos. Constr., 9(2). DOI: 10.1061/(asce)1090-0268(2005)9:2(128). [33] Faella, C., Martinelli, E., Paciello, S., Camorani, G., Aiello, M.A., Micelli, F., Nigro, E. (2011). Masonry columns confined by composite materials: Experimental investigation, Compos. Part B Eng., 42(4), pp. 692-704. DOI: 10.1016/j.compositesb.2011.02.001. [34] Di Ludovico, M., D’Ambra, C., Prota, A., Manfredi, G. (2010). FRP Confinement of Tuff and Clay Brick Columns: Experimental Study and Assessment of Analytical Models, J. Compos. Constr., 14(5). DOI: 10.1061/(asce)cc.1943-5614.0000113. [35] Alecci, V., Briccoli Bati, S., Ranocchiai, G. (2009). Study of Brick Masonry Columns Confined with CFRP Composite, J. Compos. Constr., 13(3). DOI: 10.1061/(asce)1090-0268(2009)13:3(179). [36] Bieker, C., Seim, W., and Stürz, J. (2002). Post-strengthening of masonry columns by use of fiber-reinforced polymers. Proc., ICCI’02-3 rd Int. Conf. of Composites in Infrastructure, San Francisco. [37] Rao, K.S.N., Pavan, G.S. (2014). FRP-Confined Clay Brick Masonry Assemblages under Axial Compression: Experimental and Analytical Investigations, J. Compos. Constr., 19(4). DOI: 10.1061/(asce)cc.1943-5614.0000525. [38] Corradi, M., Grazini, A., Borri, A. (2007). Confinement of brick masonry columns with CFRP materials, Compos. Sci. Technol., 67, 1772-1783. DOI: 10.1016/j.compscitech.2006.11.002. [39] Krevaikas, T.D., Triantafillou, T.C. (2005). Masonry Confinement with Fiber-Reinforced Polymers, J. Compos. Constr. DOI: 10.1061/(asce)1090-0268(2005)9:2(128). [40] Aiello, M.A., Micelli, F., Valente, L. (2009). FRP Confinement of Square Masonry Columns, J. Compos. Constr., 13(2). DOI: 10.1061/(asce)1090-0268(2009)13:2(148). [41] ASTM E519M-15 (2015) Standard Test Method for Diagonal Tension (Shear) in Masonry 23 Assemblages, ASTM International, West Conshohocken, PA.