Retrofitting of Masonry Vaults by Basalt Textile-Reinforced Mortar Overlays

References

• ACI-RILEM. 2019. Guide to design and construction of externally bonded Fabric Reinforced Cementitious Matrix (FRCM) and Steel Reinforced Grout (SRG) systems for repair and strengthening masonry structures.. ACI 549 Committee, Rilem TC 250-CSM, Under publication.
   Google Scholar
• Alecci, V., F. Focacci, L. Rovero, G. Stipo, and M. De Stefano. 2016. Extrados strengthening of brick masonry arches with PBO–FRCM composites: Experimental and analytical investigations. Composite Structures 149:184–96. doi:10.1016/j.compstruct.2016.04.030.
   Web of Science ®Google Scholar
• Bertolesi, E., G. Milani, F. G. Carozzi, and C. Poggi. 2018. Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses. Composite Structures 187:385–402. doi:10.1016/j.compstruct.2017.12.021.
   Web of Science ®Google Scholar
• Blaber, J., B. Adair, and A. Antoniou. 2015. Ncorr: Open-source 2D digital image correlation matlab software. Experimental Mechanics 55 (6):1105–22. doi:10.1007/s11340-015-0009-1.
   Web of Science ®Google Scholar
• Borri, A., P. Casadei, G. Castori, and J. Hammond. 2009. Strengthening of brick masonry arches with externally bonded steel reinforced composites. Journal of Composites for Constructions 13 (6):468–75. doi:10.1061/(ASCE)CC.1943-5614.0000030.
   Web of Science ®Google Scholar
• Borri, A., G. Castori, and M. Corradi. 2011. Intrados strengthening of brick masonry arches with composite materials. Composites Part B: Engineering 42 (5):1164–72. doi:10.1016/j.compositesb.2011.03.005.
   Web of Science ®Google Scholar
• Caporale, A., R. Luciano, and L. Rosati. 2006. Limit analysis of masonry arches with externally bonded FRP reinforcements. Computer Methods in Applied Mechanics and Engineering 196 (1–3):247–60. doi:j.cma.2006.03.003.
   Web of Science ®Google Scholar
• Carozzi, F. G., C. Poggi, E. Bertolesi, and G. Milani. 2018. Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation. Composite Structures 187:466–80. doi:10.1016/j.compstruct.2017.12.075.
   Web of Science ®Google Scholar
• Castori, G., A. Borri, and M. Corradi. 2016. Behavior of thin masonry arches repaired using composite materials. Composites Part B: Engineering 87:311–21. doi:10.1016/j.compositesb.2015.09.008.
   Web of Science ®Google Scholar
• CEN European Committee for Standardization. 1999. EN1015-11. Methods of test for mortar for masonry. Determination of flexural and compressive strength of hardened mortar.
   Google Scholar
• CEN European Committee for Standardization. 2005. EN1996. Eurocode 6: Design of masonry structures. CEN: Brussels, BE.
   Google Scholar
• Cescatti, E., F. Da Porto, and C. Modena. 2018. In-situ destructive testing of ancient strengthened masonry vaults. International Journal of Architectural Heritage 12 (3):350–61. doi:10.1080/15583058.2017.1323243.
   Web of Science ®Google Scholar
• D’Ambrisi, A., F. Focacci, and A. Caporale. 2013. Strengthening of masonry unreinforced concrete railway bridges with PBO–FRCM materials. Composite Structures 102:193–204. doi:10.1016/j.compstruct.2013.03.002.
   Web of Science ®Google Scholar
• D’Ambrisi, A., F. Focacci, R. Luciano, V. Alecci, and M. De Stefano. 2015. Carbon-FRCM materials for structural upgrade of masonry arch road bridges. Composites Part B: Engineering 75:355–66. doi:10.1016/j.compositesb.2015.01.024.
   Web of Science ®Google Scholar
• de Felice, G., M. A. Aiello, C. Caggegi, F. Ceroni, S. De Santis, E. Garbin, N. Gattesco, Ł. Hojdys, P. Krajewski, A. Kwiecień, et al. 2018a. Recommendation of RILEM TC 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization. Materials and Structures 51 (4):95. doi:10.1617/s11527-018-1216-x.
   Web of Science ®Google Scholar
• de Felice, G., F. Focacci, M. Malena, G. Tomaselli, and M. R. Valluzzi. 2018b. Design criteria for strengthening of masonry vaults with textile reinforced mortar. Paper presented at the 9th International Conference on Fibre-reinforced polymer (FRP) composites CICE 2018, Paris, France.
   Google Scholar
• De Lorenzis, L., R. Dimitri, and A. La Tegola. 2007. Reduction of the lateral thrust of masonry arches and vaults with FRP composites. Construction and Building Materials 21 (7):1415–30. doi:10.1016/j.conbuildmat.2006.07.009.
   Web of Science ®Google Scholar
• De Santis, S. 2017. Bond behaviour of Steel Reinforced Grout for the extrados strengthening of masonry vaults. Construction and Building Materials 150:367–82. doi:10.1016/j.conbuildmat.2017.06.010.
   Web of Science ®Google Scholar
• De Santis, S., F. G. Carozzi, G. de Felice, and C. Poggi. 2017. Test methods for textile reinforced mortar systems. Composites Part B: Engineering 127:121–32. doi:10.1016/j.compositesb.2017.03.016.
   Web of Science ®Google Scholar
• De Santis, S., H. A. Hadad, F. J. De Caso Y Basalo, G. de Felice, and A. Nanni. 2018b. Acceptance criteria for tensile characterization of Fabric Reinforced Cementitious Matrix (FRCM) systems for concrete and masonry repair. Journal of Composites for Construction 22 (6):04018048. doi:10.1061/(ASCE)CC.1943-5614.0000886.
   Web of Science ®Google Scholar
• De Santis, S., F. Roscini, and G. de Felice. 2018a. Full-scale tests on masonry vaults strengthened with Steel Reinforced Grout. Composites Part B: Engineering 141:20–36. doi:10.1016/j.compositesb.2017.12.023.
   Web of Science ®Google Scholar
• Foraboschi, P. 2001. Strength assessment of masonry arch retrofitted using composite reinforcements. Masonry International 15 (1):17–25.
   Google Scholar
• Foraboschi, P. 2004. Strengthening of masonry arches with fiber-reinforced polymer strips. Journal of Composites for Construction 8 (3):191–202. doi:10.1061/(ASCE)1090-0268(2004)8:3(191).
   Web of Science ®Google Scholar
• Garmendia, L., P. Larrinaga, D. García, and I. Marcos. 2014. Textile-Reinforced Mortar as strengthening material for masonry arches. International Journal of Architectural Heritage 8 (5):627–48. doi:10.1080/15583058.2012.704480.
   Web of Science ®Google Scholar
• Gattesco, N., I. Boem, and V. Andretta. 2018. Experimental behaviour of non-structural masonry vaults reinforced through fibre-reinforced mortar coating and subjected to cyclic horizontal loads. Engineering Structures 172:419–31. doi:10.1016/j.engstruct.2018.06.044.
   Web of Science ®Google Scholar
• Girardello, P., A. Pappas, F. Da Porto, and M. R. Valluzzi. 2013. Experimental testing and numerical modelling of masonry vaults. Paper presented at the International Conference on Rehabilitation and Restoration of Structures, Chennai, India.
   Google Scholar
• Incerti, A., M. Santandrea, C. Carloni, and C. Mazzotti. 2017. Destructive in situ tests on masonry arches strengthened with FRCM composite materials. Key Engineering Materials 747:567–73. doi:10.4028/www.scientific.net/KEM.747.567.
   Google Scholar
• Kouris, L. A. S., and T. C. Triantafillou. 2018. Design methods for strengthening masonry buildings using Textile-Reinforced Mortar. Journal of Composites for Construction 23 (1):04018070. doi:10.1061/(ASCE)CC.1943-5614.0000906.
   Web of Science ®Google Scholar
• Lignola, G. P., C. Caggegi, F. Ceroni, S. De Santis, P. Krajewski, P. B. Lourenço, M. Morganti, C. Papanicolaou, C. Pellegrino, A. Prota, et al. 2017. Performance assessment of basalt FRCM for retrofit applications on masonry. Composites Part B: Engineering 128:1–18. doi:10.1016/j.compositesb.2017.05.003.
   Web of Science ®Google Scholar
• Meriggi, P., G. de Felice, and S. De Santis. 2019. Design of out-of-plane strengthening of masonry walls with fabric reinforced mortars. Submitted for publication.
   Google Scholar
• Misseri, G., L. Rovero, G. Stipo, S. Barducci, V. Alecci, and M. De Stefano. 2019. Experimental and analytical investigations on sustainable and innovative strengthening systems for masonry arches. Composite Structures 210:526–37. doi:10.1016/j.compstruct.2018.11.054.
   Web of Science ®Google Scholar
• Ramaglia, G., G. P. Lignola, A. Balsamo, A. Prota, and G. Manfredi. 2017. Seismic strengthening of masonry vaults with abutments using Textile Reinforced Mortar. Journal of Composites for Constructions 21 (2):04016079. doi:10.1061/(ASCE)CC.1943-5614.0000733.
   Web of Science ®Google Scholar
• Rovero, L., F. Focacci, and G. Stipo. 2013. Structural behavior of arch models strengthened using FRP strips of different lengths. Journal of Composites for Construction 17 (2):249–58. doi:10.1061/(ASCE)CC.1943-5614.0000325.
   Web of Science ®Google Scholar
• Tekieli, M., S. De Santis, G. de Felice, A. Kwiecień, and F. Roscini. 2017. Application of Digital Image Correlation to composite reinforcements testing. Composite Structures 160:670–88. doi:10.1016/j.compstruct.2016.10.096.
   Web of Science ®Google Scholar
• Valluzzi, M. R., M. Valdemarca, and C. Modena. 2001. Behaviour of brick masonry vaults strengthened with FRP laminates. Journal of Composites for Construction 5 (3):163–69. doi:10.1061/(ASCE)1090-0268(2001)5:3(163).
   Web of Science ®Google Scholar