In-plane shear improvement of unreinforced masonry wall panels using NSM CFRP strips

Journal of Composites for Construction

Volumn 17, Issue 6, 2013, Pages

  Dizhur, Dmytro ^a   Griffith, Michael ^b   Ingham, Jason ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b UNIVERSITY OF ADELAIDE   (Australia)

Author keywords

In plane shear; Near surface mounted (NSM) carbon fiber reinforced polymer (CFRP) strips; Retrofitted URM wall panels

Indexed keywords

CARBON FIBER-REINFORCED POLYMER; COST-EFFECTIVE METHODS; EARTHQUAKE PERFORMANCE; IN-PLANE SHEAR; IN-PLANE SHEAR STRENGTH; STRENGTHENING TECHNIQUE; UN-REINFORCED MASONRY WALLS; WALL PANELS;

CARBON FIBER REINFORCED PLASTICS; COST EFFECTIVENESS; EARTHQUAKES; MATERIALS TESTING; REPAIR;

WALLS (STRUCTURAL PARTITIONS);

EID: 84890502500     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000400     Document Type: Article

References (44)

1. Alcaino, P., and, Santa-Maria, H. (2008). " Experimental response of externally retrofitted masonry walls subjected to shear loading." J. Compos. Constr., 12 (5), 489-498. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2008) 12:5(489)
2. ASTM. (2002). " Standard test method for static modulus of elasticity and Poisson's ratio of concrete in compression." C469-02, West Conshohocken, PA.
3. ASTM. (2003 a). " Standard test method for compressive strength of masonry prisms." C 1314-03b, West Conshohocken, PA.
4. ASTM. (2003 b). " Standard test methods for sampling and testing brick and structural clay tile." C 67-03a, West Conshohocken, PA.
5. ASTM. (2007). " Standard test method for diagonal tension (shear) in masonry assemblages." E 519-07, West Conshohocken, PA.
6. ASTM. (2008 a). " Standard specification for mortar for unit masonry." C 270-08a, West Conshohocken, PA.
7. ASTM. (2008 b). " Standard test method for compressive strength of hydraulic cement mortars [using 2-in. or (50-mm) cube specimens]." C 109/C 109M-08, West Conshohocken, PA.
8. Bosiljkov, V. Z., Totoev, Y. Z., and, Nichols, J. M. (2005). " Shear modulus and stiffness of brickwork masonry: An experimental perspective." Struct. Eng. Mech., 20 (1), 21-43. SEGMEQ 1225-4568 10.12989/sem.2005.20.1.021
9. Brignola, A., Frumento, S., Lagomarsino, S., and, Podestà, S. (2008). " Identification of shear parameters of masonry panels through the in-situ diagonal compression test." Int. J. Architect. Herit. 1558-3058, 3 (1), 52-73. 10.1080/15583050802138634
10. Dizhur, D., et al. (2011). " Performance of masonry buildings and churches in the 22 February 2011 Christchurch earthquake." Bull. New Zealand Soc. Earthquake Eng., 44 (4), 279-296. 1174-9857
11. Dizhur, D. (2013). " Performance of masonry buildings in the Canterbury earthquakes and corresponding strengthening solution using NSM CFRP." Doctoral dissertation, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland, New Zealand.
12. Dizhur, D., and, Ingham, J. M. (2013). " Diagonal tension strength of vintage unreinforced clay brick masonry wall panels." Constr. Build. Mater., 43 (6), 418-427. CBUMEZ 0950-0618 10.1016/j.conbuildmat.2013.02.015
13. Dizhur, D., Ismail, N., Knox, C., Lumantarna, R., and, Ingham, J. M. (2010). " Performance of unreinforced and retrofitted masonry buildings during the 2010 Darfield earthquake." Bull. New Zealand Soc. Earthquake Eng., 43 (4), 321-339. 1174-9857
14. Faella, C., Martinelli, E., Nigro, E., and, Paciello, S. (2010). " Shear capacity of masonry walls externally strengthened by a cement-based composite material: An experimental campaign." Constr. Build. Mater., 24 (1), 84-93. CBUMEZ 0950-0618 10.1016/j.conbuildmat.2009.08.019
15. Gostič, S., Bosiljkov, V., and, Jarc, M. (2012). " In-situ testing of brick masonry walls strengthened with CFRP fabric." Proc., 15th Int. Brick and Block Masonry Conf., Federal University of São Carlos, São Carlos, Brazil.
16. Hamid, A. A., El-Dakhakhni, W. W., Hakam, Z. H. R., and, Elgaaly, M. (2005). " Behavior of composite unreinforced masonry-fiber-reinforced polymer wall assemblages under in-plane loading." J. Compos. Constr., 9 (1), 73-83. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2005)9:1(73)
17. Ingham, J. M., and, Griffith, M. C. (2011). " Performance of unreinforced masonry buildings during the 2010 Darfield (Christchurch, NZ) earthquake." Aust. J. Struct. Eng., 11 (3), 207-224. 1328-7982
18. Ismail, N., Petersen, R. B., Masia, M. J., and, Ingham, J. M. (2011). " Diagonal shear behaviour of unreinforced masonry wallettes strengthened using twisted steel bars." Constr. Build. Mater., 25 (12), 4386-4393. CBUMEZ 0950-0618 10.1016/j.conbuildmat.2011.04.063
19. Kalali, A., and, Kabir, M. Z. (2012). " Experimental response of double-wythe masonry panels strengthened with glass fiber reinforced polymers subjected to diagonal compression tests." Eng. Struct., 39, 24-37. ENSTDF 0141-0296 10.1016/j.engstruct.2012.01.018
20. Konthesingha, K. M. C., Masia, M. J., Petersen, R. B., and, Page, A. W. (2012). " Cyclic in-plane shear behaviour of unreinforced masonry wall panels strengthened with NSM FRP strips." Proc., 15th Int. Brick and Block Masonry Conf., Federal University of São Carlos, São Carlos, Brazil.
21. Korany, Y., and, Drysdale, R. (2006). " Rehabilitation of masonry walls using unobtrusive FRP techniques for enhanced out-of-plane seismic resistance." J. Compos. Constr., 10 (3), 213-222. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2006)10:3(213)
22. Li, T., Galati, N., Tumialan, J. G., and, Nanni, A. (2005). " Analysis of unreinforced masonry concrete walls strengthened with glass fiber-reinforced polymer bars." ACI Struct. J., 102 (4), 569-577. ASTJEG 0889-3241
23. Lignola, G., Prota, A., and, Manfredi, G. (2009). " Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites." J. Compos. Constr., 13 (4), 243-251. JCCOF2 1090-0268 10.1061/(ASCE)CC.1943-5614.0000007
24. Lignola, G., Prota, A., and, Manfredi, G. (2012). " Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behavior of masonry walls." J. Compos. Constr., 16 (6), 712-723. JCCOF2 1090-0268 10.1061/(ASCE)CC.1943-5614.0000297
25. Lin, Y.-W., Lawley, D., and, Ingham, J. M. (2010). " Seismic strengthening of an unreinforced masonry building using ECC shotcrete." Proc., 8th Int. Masonry Conf., International Masonry Society, Whyteleafe, UK.
26. Lumantarna, R. (2012). " Material characterisation of New Zealand's unreinforced masonry buildings." Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland, New Zealand.
27. Magenes, G., and, Calvi, G. M. (1997). " In-plane seismic response of brick masonry walls." Earthquake Eng. Struct. Dyn., 26 (11), 1091-1112. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
28. Mahmood, H., and, Ingham, J. M. (2011). " Diagonal compression testing of FRP-retrofitted unreinforced clay brick masonry wallettes." J. Compos. Constr., 15 (5), 810-820. JCCOF2 1090-0268 10.1061/(ASCE)CC.1943-5614. 0000209
29. Marcari, G., Manfredi, G., Prota, A., and, Pecce, M. (2007). " In-plane shear performance of masonry panels strengthened with FRP." Compos. B Eng., 38 (7-8), 887-901. CPBEFF 1359-8368 10.1016/j.compositesb.2006. 11.004
30. Marshall, O. S., and, Sweeney, S. C. (2002). " In-plane shear performance of masonry walls strengthened with FRP." Proc., 47th Int. SAMPE Symp. and Exhibition, Society for the Advancement of Material and Process Engineering, Covina, CA.
31. Oehlers, D. J., and, Seracino, R. (2004). Design of FRP and steel plated RC structures, Elsevier Science, Oxford, UK, 24-45.
32. Petersen, R. B., Masia, M. J., and, Seracino, R. (2009). " Bond behavior of near-surface mounted FRP strips bonded to modern clay brick masonry prisms: Influence of strip orientation and compression perpendicular to the strip." J. Compos. Constr., 13 (3), 169-178. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2009)13:3(169)
33. Petersen, R. B., Masia, M. J., and, Seracino, R. (2010). " In-plane shear behavior of masonry panels strengthened with NSM CFRP strips. I: Experimental investigation." J. Compos. Constr., 14 (6), 754-763. JCCOF2 1090-0268 10.1061/(ASCE)CC.1943-5614.0000134
34. Seracino, R., Jones, N. M., Ali, M. S. M., Page, M. W., and, Oehlers, D. J. (2007). " Bond strength of near-surface mounted FRP strip-to-concrete joints." J. Compos. Constr., 11 (4), 401-409. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2007)11:4(401)
35. Silva, P. F., Yu, P., and, Nanni, A. (2008). " Monte Carlo simulation of shear capacity of URM walls retrofitted by polyurea reinforced GFRP grids." J. Compos. Constr., 12 (4), 405-415. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2008)12:4(405)
36. Stratford, T., Pascale, G., Manfroni, O., and, Bonfiglioli, B. (2004). " Shear strengthening masonry panels with sheet glass-fiber reinforced polymer." J. Compos. Constr., 8 (5), 434-443. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2004)8:5(434)
37. Täljsten, B., Carolin, A., and, Nordin, H. (2003). " Concrete structures strengthened with near surface mounted reinforcement of CFRP." Adv. Struct. Eng., 6 (3), 201-213. 1369-4332 10.1260/136943303322419223
38. Tinazzi, D., and, Nanni, A. (2000). Assessment of technologies of masonry retrofitting with FRP, Center for Infrastructure Engineering Stus, Univ. of Missouri-Rolla, Rolla, MO.
39. Triantafillou, T. C. (1998). " Strengthening of masonry structures using epoxy-bonded FRP laminates." J. Compos. Constr., 2 (2), 96-104. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(1998)2:2(96)
40. Turco, V., Secondin, S., Morbin, A., Valluzzi, M. R., and, Modena, C. (2006). " Flexural and shear strengthening of un-reinforced masonry with FRP bars." Compos. Sci. Technol., 66 (2), 289-296. CSTCEH 0266-3538 10.1016/j.compscitech.2005.04.042
41. Valluzzi, M. R., Tinazzi, D., and, Modena, C. (2002). " Shear behavior of masonry panels strengthened by FRP laminates." Constr. Build. Mater., 16 (7), 409-416. CBUMEZ 0950-0618 10.1016/S0950-0618(02)00043-0
42. van Zijl, G., and, de Vries, P. (2005). " Masonry wall crack control with carbon fiber reinforced polymer." J. Compos. Constr., 9 (1), 84-89. JCCOF2 1090-0268 10.1061/(ASCE)1090-0268(2005)9:1(84)
43. Verhoef, L. G. W., and, van Zijl, G. P. A. G. (2002). " Re-strengthening of brickwork to reduce crack width." Adv. Eng. Softw., 33 (1), 49-57. AESODT 0141-1195 10.1016/S0965-9978(01)00051-5
44. Willis, C. R., Yang, Q., Seracino, R., and, Griffith, M. C. (2009). " Damaged masonry walls in two-way bending retrofitted with vertical FRP strips." Constr. Build. Mater., 23 (4), 1591-1604. CBUMEZ 0950-0618 10.1016/j.conbuildmat.2007.09.007