Experimental investigation of the seismic performances of IMG reinforcement on curved masonry elements

Composites Part B: Engineering

Volumn 70, Issue , 2015, Pages 53-63

  Giamundo, V ^a   Lignola, G P ^a   Maddaloni, G ^b   Balsamo, A ^a   Prota, A ^a   Manfredi, G ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^b UNIVERSITY OF NAPLES PARTHENOPE   (Italy)

Author keywords

A. Fabrics textiles; D. Mechanical testing; E. Lay up (manual automated); Shaking table test

Indexed keywords

DAMAGE DETECTION; GLASS CERAMICS; LAMINATED COMPOSITES; MECHANICAL TESTING; REINFORCEMENT;

E. LAYUPS (MANUAL/AUTOMATED); EXPERIMENTAL INVESTIGATIONS; FABRICS/TEXTILES; MATERIALS AND TECHNOLOGIES; REINFORCEMENT TECHNIQUE; SHAKING TABLE TESTS; STRUCTURAL PERFORMANCE; STRUCTURAL REINFORCEMENT;

MASONRY MATERIALS;

EID: 84911127021     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2014.10.039     Document Type: Article

References (51)

1. M.R. Valluzzi, D. Tinazzi, and C. Modena Shear behavior of masonry panels strengthened by FRP laminates Constr Build Mater 16 2002 409 416 10.1016/S0950-0618(02)00043-0
2. M. Valluzzi, M. Valdemarca, and C. Modena Behavior of brick masonry vaults strengthened by FRP laminates J Compos Constr 5 2001 163 169 10.1061/(ASCE)1090-0268(2001) 5:3(163)
3. D.V. Oliveira, I. Basilio, and P.B. Lourenço Experimental behavior of FRP strengthened masonry arches J Compos Constr 14 2010 312 322 10.1061/(ASCE)CC.1943-5614.0000086
4. P. Roca, and G. Araiza Shear response of brick masonry small assemblages strengthened with bonded FRP laminates for in-plane reinforcement Constr Build Mater 24 2010 1372 1384 10.1016/j.conbuildmat.2010.01.005
5. M. Angelillo, E. Babilio, L. Cardamone, A. Fortunato, and M. Lippiello Some remarks on the retrofitting of masonry structures with composite materials Compos Part B Eng 61 2014 11 16 10.1016/j.compositesb.2014.01.025
6. A. D'Ambrisi, L. Feo, and F. Focacci Masonry arches strengthened with composite unbonded tendons Compos Struct 98 2013 323 329 10.1016/j.compstruct.2012.10.040
7. G. Lignola, A. Prota, and G. Manfredi Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behavior of masonry walls J Compos Constr 16 2012 712 723 10.1061/(ASCE)CC.1943-5614.0000297
8. G.P. Lignola, A. Prota, and G. Manfredi Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites J Compos Constr 13 2009 243 251 10.1061/(Asce)Cc.1943-5614.0000007
9. A. D'Ambrisi, L. Feo, and F. Focacci Experimental and analytical investigation on bond between carbon-FRCM materials and masonry Compos Part B Eng 46 2013 15 20 10.1016/j.compositesb.2012.10.018
10. F.G. Carozzi, G. Milani, and C. Poggi Mechanical properties and numerical modeling of fabric reinforced cementitious matrix (FRCM) systems for strengthening of masonry structures Compos Struct 107 2014 711 725 10.1016/j.compstruct.2013.08.026
11. A. D'Ambrisi, M. Mezzi, L. Feo, and V.P. Berardi Analysis of masonry structures strengthened with polymeric net reinforced cementitious matrix materials Compos Struct 113 2014 264 271 10.1016/j.compstruct.2014.03.032
12. C.G. Papanicolaou, T.C. Triantafillou, M. Papathanasiou, and K. Karlos Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading Mater Struct 41 2008 143 157 10.1617/s11527-007-9226-0
13. C.G. Papanicolaou, T.C. Triantafillou, K. Karlos, and M. Papathanasiou Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM walls: in-plane cyclic loading Mater Struct 40 2007 1081 1097 10.1617/s11527-006-9207-8
14. M. Maalej, V.W.J. Lin, M.P. Nguyen, and S.T. Quek Engineered cementitious composites for effective strengthening of unreinforced masonry walls Eng Struct 32 2010 2432 2439 10.1016/j.engstruct.2010.04.017
15. V. Giamundo, G.P. Lignola, A. Prota, and G. Manfredi Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh Polymers (Basel) 6 2014 464 478 10.3390/polym6020464
16. A. Prota, G. Marcari, G. Fabbrocino, G. Manfredi, and C. Aldea Experimental in-plane behavior of tuff masonry strengthened with cementitious matrix-grid composites J Compos Constr 10 2006 223 233 10.1061/(Asce)1090-0268(2006) 10:3(223)
17. F. Parisi, G. Lignola, N. Augenti, A. Prota, and G. Manfredi Nonlinear behavior of a masonry subassemblage before and after strengthening with inorganic matrix-grid composites J Compos Constr 15 2011 821 832 10.1061/(ASCE)CC.1943-5614.0000203
18. N. Augenti, F. Parisi, A. Prota, and G. Manfredi In-plane lateral response of a full-scale masonry subassemblage with and without an inorganic matrix-grid strengthening system J Compos Constr 15 2010 578 590 10.1061/(ASCE)CC.1943-5614.0000193
19. F. Parisi, I. Iovinella, A. Balsamo, N. Augenti, and A. Prota In-plane behaviour of tuff masonry strengthened with inorganic matrix-grid composites Compos Part B-Eng 45 2013 1657 1666 10.1016/j.compositesb2012.09.068
20. F. Parisi, and N. Augenti Earthquake damages to cultural heritage constructions and simplified assessment of artworks Eng Fail Anal 34 2013 735 760 http://dx.doi.org/10.1016/j.engfailanal.2013.01.005
21. W. Wittmann Theorie der Gewölbe Zeitschrift Für Bauwes 29 1879 61 74
22. V. Giamundo Seismic assessment and retrofit of historical masonry barrel vaults 2014 University of Naples Federico II
23. J. Heyman The stone skeleton Structural engineering of masonry architecture 1995 Cambridge University Press Cambridge
24. A. Fortunato, F. Fraternali, and A. Angelillo Structural capacity of masonry walls under horizontal loads Ing Sismica/Int J Earthquake Eng 31 2014 41 51
25. M. Angelillo, A. Fortunato, M. Lippiello, and A. Montanino Singular stress fields in masonry structures: derand was right Meccanica 49 2013 1243 1262 10.1007/s11012-014-9880-6
26. M. Angelillo, E. Babilio, and A. Fortunato Singular stress fields for masonry-like vaults Contin Mech Thermodyn 2012 1 19 10.1007/s00161-012-0270-9
27. Angelillo M, Fortunato A. Equilibrium of masonry vaults. In: Frémond M, Maceri F, editors. Nov Approaches Civ Eng SE - 6, vol. 14, Berlin Heidelberg: Springer; 2004. p. 105-11 [doi:10.1007/978-3-540-45287-4].
28. Moseley H. On the theory of the arch. Theory, pract archit bridg stone, iron, timber wire with examples princ suspens; 1843.
29. M. Milankovitch Theorie der Druckkurven Zeitschrift Für Math Und Phys 55 1907 1 27
30. P. Clemente Introduction to dynamics of stone arches Earthquake Eng Struct Dyn 27 1998 513 522 doi: 10.1002/(Sici)1096-9845(199805)27:5<513::Aid-Eqe740>3.0.Co;2-O
31. P. Clemente, A. Occhiuzzi, and A. Raithel Limit behavior of stone arch bridges J Struct Eng 121 1995 1045 1050 10.1061/(ASCE)0733-9445(1995) 121:7(1045)
32. Da Porto F, Franchetti P, Grendene M, Ranzato L, Valluzzi M, Modena C. Structural capacity of masonry arch bridges to horizontal loads. In: 5th Int. Conf. Arch Bridg., Madeira, Portugal; 2007.
33. G.P. Lignola, F. Ceroni, A. Balsamo, A. Prota, G. Manfredi, and L. Nicolais Externally bonded masonry structures Wiley Encycl Compos 2011 John Wiley & Sons, Inc. 10.1002/9781118097298.weoc077
34. P. Foraboschi Strengthening of masonry arches with fiber-reinforced polymer strips J Compos Constr 8 2004 191 202 10.1061/(ASCE)1090-0268(2004) 8:3(191)
35. G.A. Drosopoulos, G.E. Stavroulakis, and C.V. Massalas FRP reinforcement of stone arch bridges: unilateral contact models and limit analysis Compos Part B Eng 38 2007 144 151 10.1016/j.compositesb.2006.08.004
36. J. Jasienko, A. Di Tommaso, and L. Bednarz Experimental investigation into collapse of masonry arches reinforced using different compatible technologies MuRiCo3 Mech Mason Struct Strengthened Compos Mater 2009
37. P. Girardello, A. Pappas, F. da Porto, and R.M. Valluzzi Experimental testing and numerical modelling of masonry vaults Int Conf Rehabil Restor Struct 2013 1 10
38. S. Briccoli Bati, L. Rovero, and U. Tonietti Strengthening masonry arches with composite materials J Compos Constr 11 2007 33 41 10.1061/(ASCE)1090-0268(2007)11:1(33
39. L. Garmendia, J.T. San-José, D. García, and P. Larrinaga Rehabilitation of masonry arches with compatible advanced composite material Constr Build Mater 25 2011 4374 4385 10.1016/j.conbuildmat.2011.03.065
40. R.T. Duarte, M. Ritto-Corrêa, C.T. Vaz, and A. Campos-Costa Shaking table testing of structures Earthquake Eng Tenth World Conf 1994 Balkema Rotterdam (NL)
41. C. Melbourne, and M. Gilbert The behaviour of multiring brickwork arch bridges Struct Eng Int J Inst Struct Eng 73 1995 39 47
42. P. Callaway, M. Gilbert, and C.C. Smith Influence of backfill on the capacity of masonry arch bridges Proc ICE - Bridge Eng 165 2012 147 157 http://dx.doi.org/10.1680/bren.11.00038
43. A.S. Gago, J. Alfaiate, and A. Lamas The effect of the infill in arched structures: analytical and numerical modelling Eng Struct 33 2011 1450 1458 10.1016/j.engstruct.2010.12.037
44. UNI-EN. Specifiche per malte per opere murarie - Parte 2: Malte per muratura. UNI-EN 998; 2010 [in Italian].
45. UNI-EN. Metodi di prova per malte per opere murarie - Parte 11: determinazione della resistenza a flessione e a compressione della malta indurita. UNI-EN 101; 2007 [in Italian].
46. UNI. Prove sui calcestruzzi. Determinazione del modulo elastico secante a compressione. UNI 6556; 1976 [in Italian].
47. M. Valluzzi, D. Oliveira, A. Caratelli, G. Castori, M. Corradi, and G. Felice Round robin test for composite-to-brick shear bond characterization Mater Struct 45 2012 1761 1791 10.1617/s11527-012-9883-5
48. EN-11128. Prodotti da costruzione di laterizio - Tavelloni, tavelle e tavelline - Terminologia, requisiti e metodi di prova; 2004 [in Italian].
49. EN. Methods of test for masonry units - Part 1: determination of compressive strength. EN 772-1; 2002.
50. UNI. Prodotti di laterizio per murature. Metodi di prova. UNI 8942-3; 1986 [in Italian].
51. G. Lignola, A. Flora, and G. Manfredi Simple method for the design of jet grouted umbrellas in tunneling J Geotech Geoenviron Eng 134 2008 1778 1790 10.1061/(ASCE)1090-0241(2008) 134:12(1778