PSI - Issue 44

Gabriele Guerrini et al. / Procedia Structural Integrity 44 (2023) 2214–2221 Gabriele Guerrini et al. / Structural Integrity Procedia 00 (2022) 000–000

2221

8

Acknowledgements This experimental campaign was made possible thanks to the financial and material support by Laterlite S.p.A. The data processing was partially funded by DPC-ReLUIS (2022-2024) Work Package 10 “Modelli di capacità locali e globali per la definizione degli stati limite, definiti in funzione del metodo di analisi”. The authors would like to acknowledge the help provided by the staff of the EUCENTRE Foundation and of the Department of Civil Engineering and Architecture of the University of Pavia. References ASTM International, 2015. Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages; E519-15. ASTM International, West Conshohocken, PA, USA. Borri, A., Castori, G., Corradi, M., 2011. Shear behavior of masonry panels strengthened by high strength steel cords. Construction and Building Materials 25(2), 494–503. DOI: 10.1016/j.conbuildmat.2010.05.014 Carozzi, F.G., Bellini, A., D’Antino, T., de Felice, G., Focacci, F., Hojdys, L., Laghi, L., Lanoye, E., Micelli, F., Panizza, M., Poggi, C., 2017. Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements. Composites Part B 128, 100–119. DOI: 10.1016/j.compositesb.2017.06.018 De Felice, G., De Santis, S., Garmendia, L., Ghiassi, B., Larrinaga, P., Lourenço, P.B., Oliveira, D.V., Paolacci, F., Papanicolaou, C.G., 2014. Mortar-based systems for externally bonded strengthening of masonry. Materials and Structures 47(12), 2021–2037. DOI: 10.1617/s11527 014-0360-1 Del Zoppo, M., Di Ludovico, M., Prota, A., 2019. Analysis of FRCM and CRM parameters for the in-plane shear strengthening of different URM types. Composites Part B 171, 20–33. DOI: 10.1016/j.compositesb.2019.04.020 European Committee for Standardization (CEN), 1998. Methods of test for masonry - Part 1: Determination of compressive strength; EN 1052 1:1998. European Committee for Standardization, Brussels, Belgium. European Committee for Standardization (CEN), 2006. Methods of test for mortar for masonry - Part 11: Determination of flexural and compressive strength of hardened mortar; EN 1015-11:1999/A1:2006. European Committee for Standardization, Brussels, Belgium. Frocht, M.M., 1931. Recent advances in photoelasticity and an investigation of the stress distribution in square blocks subjected to diagonal compression. Transactions of the American Society of Mechanical Engineers, Applied Mechanics Division, 53(15), 135–153. Gattesco, N., Boem, I., Dudine, A., 2015. Diagonal compression tests on masonry walls strengthened with a GFRP mesh reinforced mortar coating. Bulletin of Earthquake Engineering 13(6), 1703–1726. DOI: 10.1007/s10518-014-9684-z Guerrini, G., Bruggi, A., Senaldi, I., Quaini, M., Penna, A., 2021a. Experimental qualification of PBO-FRCM composites for retrofitting masonry structures. Proc. 7 th International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials, Bologna, Italy. Guerrini, G., Bruggi, A., Urso, S., Quaini, M., Penna, A., 2021b. Diagonal compression tests on stone masonry wallettes jacketed with different techniques. Proc. 7 th International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials, Bologna, Italy. International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), 1991. Diagonal Tensile Strength Tests of Small Wall Specimens; LUM B6. E. & F.N. Spon Ltd., London, UK. DOI: 10.1617/2351580117.152 Magenes, G., Penna, A., Galasco, A., Da Parè, M., 2010. In-plane cyclic shear tests of un-dressed double-leaf stone masonry panels. Proc. 8 th International Masonry Conference, Dresden, Germany. Ministry of Infrastructures and Transport (MIT), 2019. Istruzioni per l’Applicazione dell’Aggiornamento delle “Norme Tecniche per le Costruzioni”; Circ. 7 of 21/01/2019. Ministry of Infrastructures and Transport: Rome, Italy (in Italian). Papanicolaou, C.G., Triantafillou, T.C., Papathanasiou, M., Karlos, K., 2008. Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading. Materials and Structures 41(1), 143–157. DOI: 10.1617/s11527-007-9226-0 Prota, A., Marcari, G., Fabbrocino, G., Manfredi, G., Aldea, C., 2006. Experimental in-plane behavior of tuff masonry strengthened with cementitious matrix-grid composites. Journal of Composites for Construction (ASCE) 10(3), 223–233. DOI: 10.1061/(ASCE)1090 0268(2006)10:3(223) Senaldi, I., Guerrini, G., Scherini, S., Morganti, S., Magenes, G., Beyer, K., Penna, A., 2018. Natural stone masonry characterization for the shaking-table test of a scaled building specimen. Proc. 10 th International Masonry Conference, Milan, Italy. Türkmen, Ö.S., De Vries, B. T., Wijte, S.N.M., Vermeltfoort, A.T., 2020. In plane behaviour of clay brick masonry wallettes retrofitted with single sided fabric reinforced cementitious matrix and deep mounted carbon fibre strips. Bulletin of Earthquake Engineering 18(2), 725–765. DOI: 10.1007/s10518-019-00596-2 Valluzzi, M.R., Modena, C., de Felice, G., 2014. Current practice and open issues in strengthening historical buildings with composites. Materials and structures 47(12), 1971–1985. DOI: 10.1617/s11527-014-0359-7

Made with FlippingBook flipbook maker