Flexural strengthening of RC beams with an externally bonded fabric-reinforced cementitious matrix

Journal of Composites for Construction

Volumn 18, Issue 5, 2014, Pages

  Babaeidarabad, Saman ^a   Loreto, Giovanni ^b   Nanni, Antonio ^a  

^a University of Miami College of Engineering   (United States)

^b Professional Educational Development FORUM pro srl Viale Don Giovanni Minzoni 59   (Italy)

Author keywords

Fabric reinforced cementitious matrix; Flexure; Reinforced concrete; Repair; Strengthening

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; REINFORCED CONCRETE; REPAIR; SOFTWARE TESTING; STEEL FIBERS; STRENGTHENING (METAL);

CEMENTITIOUS MATRICES; EXPERIMENTAL DATABASE; EXTERNAL POST-TENSIONING; EXTERNAL STRENGTHENING; FIBER REINFORCED POLYMERS; FLEXURAL STRENGTHENING; FLEXURE; REINFORCED CONCRETE BEAMS;

FIBER REINFORCED CONCRETE;

EID: 84924866752     PISSN: 10900268     EISSN: 19435614     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000473     Document Type: Article

References (24)

1. Al-Salloum, Y. A., Elsanadedy, H. M., Alsayed, S. H., and, Iqbal, R. A. (2012). " Experimental and numerical study for the shear strengthening of reinforced concrete beams using textile-reinforced mortar." J. Compos. Constr., 10.1061/(ASCE)CC.1943-5614.0000239, 74-90. JCCOF2 1090-0268
2. American Concrete Institute (ACI). (2011). " Building code requirements for reinforced concrete." ACI 318, Farmington Hills, MI.
3. American Concrete Institute (ACI). (2013). " Design and construction guide of externally bonded FRCM systems for concrete and masonry repair and strengthening." ACI 549, Farmington Hills, MI.
4. Arboleda, D., Loreto, G., De Luca, A., Nanni, A. (2012). " Material characterization of fiber reinforced cementitious matrix (FRCM) composite laminates." 10th Int. Symp. on Ferrocement and Thin Reinforced Cement Composite, H. W. Rivas, L. P. Seoane, and I. G. Castro., eds., Havana, Cuba, 29-37.
5. Arduini, M., and, Nanni, A. (1997). " Behavior of pre-cracked RC beams strengthened with carbon FRP sheets." J. Compos. Constr., 10.1061/(ASCE)1090-0268(1997)1:2(63), 63-70. JCCOF2 1090-0268
6. ASTM. (2012 a). " Standard test methods and definitions for mechanical testing of steel products." A370, West Conshohocken, PA.
7. ASTM. (2012 b). " Standard test method for compressive strength of cylindrical concrete specimens." C39/C39M, West Conshohocken, PA.
8. ASTM. (2012 c). " Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens)." C109, West Conshohocken, PA.
9. Babaeidarabad, S., De Caso, F., and, Nanni, A. (2013 a). " URM walls strengthened with fabric-reinforced cementitious matrix (FRCM) composite subjected to diagonal compression." J. Compos. Constr., 10.1061/(ASCE)CC.1943-5614.0000441, 04013045. JCCOF2 1090-0268
10. Babaeidarabad, S., De Caso, F., and, Nanni, A. (2013 b). " Out-of-plane behavior of URM walls strengthened with fabric-reinforced cementitious matrix composite." J. Compos. Constr., 10.1061/(ASCE)CC.1943-5614.0000457, 04013057. JCCOF2 1090-0268
11. Banholzer, B., Brockmann, T., and, Brameshuber, W. (2006). " Material and bonding characteristics for dimensioning and modeling of textile reinforced concrete (TRC) elements." Mater. Struct., 39(8), 749-763. MASTED 1359-5997 10.1617/s11527-006-9140-x
12. D'Ambrisi, A., and, Focacci, F. (2011). " Flexural strengthening of RC beams with cement based composites." J. Compos. Constr., 10.1061/(ASCE)CC.1943-5614.0000218, 707-720. JCCOF2 1090-0268
13. El-Hacha, R., and, Rizkalla, S. H. (2004). " Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures." ACI Struct. J., 101(5), 717-726. ASTJEG 0889-3241
14. Fib bulletin 14. (2001). " Externally bonded FRP reinforcement for RC structures." Technical Rep., Int. Federation for Structural Concrete, Lausanne, Switzerland.
15. ICC Evaluation Service. (2013). " Acceptance criteria for masonry and concrete strengthening using fiber reinforced cementitious matrix (FRCM) composite systems." AC434, Whittier, CA.
16. Loreto, G., Leardini, L., Arboleda, D., and, Nanni, A. (2013). " Performance of RC slab-type elements strengthened with fabric-reinforced-cementitious-matrix (FRCM) composites." J. Compos. Constr., 10.1061/(ASCE)CC.1943-5614.0000415, A4013003. JCCOF2 1090-0268
17. Ombres, L. (2011). " Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite material." Compos. Struct., 94(1), 143-155. COMSE2 0263-8223 10.1016/j.compstruct.2011.07.008
18. Papanicolaou, C. G., Triantafillou, T. C., Karlos, K., and, Papathanasiou, M. (2007). " Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: In-plane cyclic loading." Mater. Struct., 40(10), 1081-1097. 1359-5997 10.1617/s11527-006-9207-8
19. Park, R. (1989). " Evaluation of ductility of structures and structural assemblages from laboratory testing." Bull. N. Z. Natl. Soc. Earthquake Eng., 22(3), 155-166.
20. Priestley, M. J. N., Seible, F., and, Calvi, G. M. (1996). Seismic design and retrofit of bridges, Wiley, NewYork.
21. Toutanji, H., and, Deng, Y. (2007). " Comparison between organic and inorganic matrices for RC beams strengthened with carbon fiber sheets." J. Compos. Constr., 10.1061/(ASCE)1090-0268(2007)11:5(507), 507-513. JCCOF2 1090-0268
22. Triantafillou, T. C. (2007). " Textile-reinforced mortars (TRM) versus fiber-reinforced polymers (FRP) as strengthening and seismic retrofitting materials for reinforced concrete and masonry structures." Int. Conf. on Advanced Composites in Construction (ACIC07), Univ. of Bath, Bath, U.K.
23. Triantafillou, T. C., and, Papanicolau, C. G. (2006). " Shear strengthening of reinforced concrete members with textile reinforced mortar (TMR)." Mater. Struct., 39(1), 93-103. MASTED 1359-5997 10.1007/s11527-005-9034-3
24. Wu, H. C., and, Sun, P. (2005). " Fiber reinforced cement based composite sheets for structural retrofit." Proc., Int. Symp. on Bond Behavior of FRP in Structures (BBFS 2005), International Institute for FRP in Construction, Hong Kong, 351-356.