Shear strengthening of un-reinforced concrete masonry walls with fabric-reinforced-cementitious-matrix

Construction and Building Materials

Volumn 65, Issue , 2014, Pages 243-253

  Babaeidarabad, Saman ^a   Arboleda, Diana ^a   Loreto, Giovanni ^a   Nanni, Antonio ^a  

^a UNIVERSITY OF MIAMI   (United States)

Author keywords

Concrete URM; Fabric reinforced cementitious matrix; Retrofitting; Shear; Strengthening

Indexed keywords

CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; RETAINING WALLS; RETROFITTING; SHEARING; SOFTWARE TESTING; STRENGTHENING (METAL); WALLS (STRUCTURAL PARTITIONS);

CEMENTITIOUS MATRICES; DESIGN LIMITATIONS; EXPERIMENTAL PROGRAM; FIBER REINFORCED POLYMER COMPOSITES; REINFORCED CONCRETE MASONRY; REINFORCEMENT RATIOS; SHEAR STRENGTHENING; STRENGTHENING TECHNOLOGIES;

REINFORCED CONCRETE;

EID: 84901285516     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2014.04.116     Document Type: Article

References (35)

1. Grando S, Valluzzi MR, Modena C, Tumialan JG. Shear strengthening of URM clay walls with FRP systems. In: Crivelli-Visconti I, editor. Advancing with composites. Milan, Italy; May 7-9, 2003.
2. T. Li, N. Galati, J.G. Tumialan, and A. Nanni Analysis of unreinforced masonry concrete walls strengthened with glass fiber-reinforced polymer bars ACI Struct J 102 4 2005 569 577 (Pubitemid 41046764)
3. F. Parisi, A. Iovinella, A. Balsamo, N. Augenti, and A. Prota In-plane behaviour of tuff masonry strengthened with inorganic matrix-grid composites Composites: Part B 45 1 2013 1657 1666
4. Secondin S. Masonry reinforced with FRP systems. CIES Research Report, 03-43, University of Missouri - Rolla; 2003.
5. H. Hamilton III, and C. Dolan Flexural capacity of glass FRP strengthened concrete masonry walls J Compos Constr ASCE 5 3 2001 170 178 (Pubitemid 32715323)
6. M. Haddad, E. Shaheen, G. Parsekian, D. Tilleman, and N. Shrive Strengthening of a concrete masonry wall subject to lateral load with sprayed glass-fibre-reinforced polymer Can J Civ Eng 37 10 2010 1315 1330
7. W. El-Dakhakhni, A. Hamid, and M. Elgaaly Seismic retrofit of concrete-masonry-infilled steel frames with glass fiber-reinforced polymer laminates J Struct Eng 130 9 2004 1343 1352 (Pubitemid 40264973)
8. P.F. Silva, P. Yu, and A. Nanni Monte Carlo simulation for validating the in-plane shear capacity of URM walls strengthened with GFRP grid reinforced polyurea J Compos Constr ASCE 12 4 2008 405 415
9. Tumialan JG, Morbin A, Nanni A, Modena C. Shear strengthening of masonry walls with FRP composites. Composites 2001 Conv. And Trade Show, Composites Fabricators Assoc., Tampa, FL, October 3-6, CD-ROM; 2001. 6pp.
10. Tumialan JG. In-plane and out-of-plane behavior of masonry walls strengthened with FRP systems. CIES Research Report, 01-24, University of Missouri - Rolla; 2003.
11. Yu P, Silva PF, and Nanni A. In-plane response of URM walls strengthened with GFRP reinforced polyurea. In: North America masonry conference, St. Louis, MO; June 3-5, 2007.
12. American Concrete Institute (ACI). Committee 440.7R. Guide for the design and construction of externally bonded fiber-reinforced polymer systems for strengthening unreinforced masonry structures; 2010.
13. American Society of Civil Engineers, (ASCE). ASCE 41-06 - Seismic Rehabilitation of Existing, Buildings; 2006.
14. Y.A. Al-Salloum, H.M. Elsanadedy, S.H. Alsayed, and R.A. Iqbal Experimental and numerical study for the shear strengthening of reinforced concrete beams using textile-reinforced mortar J Compos Constr ASCE 16 1 2012 74 90
15. Loreto G, Leardini L, Arboleda D, Nanni A. Performance of RC slab-type elements strengthened with fabric-reinforced-cementitious-matrix (FRCM) composites. J Compos Constr ASCE; 2013 [posted ahead of print] doi: 10.1061/(ASCE) CC.1943-5614.0000415.
16. 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 RILEM 40 10 2007 1081 1097 (Pubitemid 47608119)
17. 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 RILEM 41 1 2008 143 157 (Pubitemid 350188771)
18. T. Triantafillou Innovative textile-based composites for strengthening and seismic retrofitting of concrete and masonry structures Adv FRP Compos Civil Eng 2011 3 12
19. T. Triantafillou Innovative textile-based cementitious composites for retrofitting of concrete structures Innovative Mater Tech Concr Constr 2012 209 223
20. C. Papanicolaou, T. Thanasis, and L. Maria Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels Constr Build Mater 25 2 2011 504 514
21. 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 ASCE 10 3 2006 223 233 (Pubitemid 43970091)
22. S. Babaeidarabad, F. De Caso, and A. Nanni URM walls strengthened with fabric-reinforced cementitious matrix (FRCM) composite subjected to diagonal compression J Compos Constr ASCE 18 2 2014 04013045
23. S. Babaeidarabad, F. De Caso, and A. Nanni Out-of-plane behavior of URM walls strengthened with fabric-reinforced cementitious matrix (FRCM) composite J Compos Constr ASCE 2013 10.1061/(ASCE)CC.1943-5614.0000457
24. S. Babaeidarabad, G. Loreto, and A. Nanni Flexural strengthening of RC beams with externally-bonded fabric-reinforced-cementitious-matrix (FRCM) J Compos Constr ASCE 2014 10.1061/(ASCE)CC.1943-5614.0000473
25. American Concrete Institute (ACI). Committee 549. Design and construction guide of externally bonded FRCM systems for concrete and masonry repair and strengthening; 2013.
26. AC434. Acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems. ICC-Evaluation Service, Whittier, CA; 2013.
27. ASTM. Standard test method for compressive strength of masonry prisms. C1314-12. Pennsylvania (United States): ASTM International; 2012.
28. ASTM. Standard test method for compressive strength of hydraulic cements mortars (using 2-in. or [50-mm] cube specimens). C 109/C 109M-12. Pennsylvania (United States): ASTM International; 2012.
29. Arboleda D, Loreto G, De Luca A, Nanni A. Material characterization of fiber reinforced cementitious matrix (FRCM) composite laminates. In: Rivas HW, Seoane LP, Castro IG, editors. Proc 10th international symposium on ferrocement and thin reinforced cement composite. Havana, Cuba. October 12-17; 2012. p. 29-37.
30. ASTM. Standard test method for diagonal tension (shear) in masonry assemblages. ASTM E519/E519M-10. Pennsylvania (United States): ASTM International; 2010.
31. Dizhur D, Griffith MC, Ingham JM. In-plane shear improvement of unreinforced masonry wall panels using NSM CFRP strips. J Compos Constr ASCE 2013 [posted ahead of print], doi: 10. 1061/(ASCE) CC.1943-5614.0000400.
32. D. Dizhur, and J.M. Ingham Diagonal tension strength of vintage unreinforced clay brick masonry wall panels Constr Build Mater 43 6 2013 418 427
33. R. Park Evaluation of ductility of structures and structural assemblages from laboratory testing Bullet New Zealand Natl Soc Earthquake Eng 22 3 1989 155 166
34. R.B. Petersen In-plane shear behavior of unreinforced masonry panels strengthened with fiber reinforced polymer strips 2009 University of Newcastle Australia
35. Crisafulli FJ, Carr AJ, Park R. Shear strength of unreinforced masonry panels. In: Proc Pacific conference on earthquake engineering. Melbourne, Australia. November 20-22; 1995. p. 77-86.