Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM) jackets

Materials and Structures/Materiaux et Constructions

Volumn 39, Issue 285, 2006, Pages 93-103

  Triantafillou, Thanasis C ^a   Papanicolaou, Catherine G ^a  

^a UNIVERSITY OF PATRAS   (Greece)

Author keywords

[No Author keywords available]

Indexed keywords

FABRICS; FIBER REINFORCED PLASTICS; MORTAR; SHEAR STRENGTH; TEXTILES;

FIBER REINFORCED POLYMERS (FRP); JACKETS; SHEAR RESISTANCE; TEXTILE REINFORCED MORTAR (TRM);

REINFORCED CONCRETE;

MORTAR; REINFORCED CONCRETE; SHEAR STRENGTH; TEXTILES;

EID: 33745678794     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-005-9034-3     Document Type: Article

References (27)

1. fib bulletin 14, 2001, Externally Bonded FRP Reinforcement for RC Structures, Technical Report prepared by the Working Party EBR of Task Group 9.3, International Federation for Structural Concrete, July.
2. Teng JG, Chen JF, Smith ST, Lam L (2001) FRP Strengthened RC Structures, John Wiley & Sons.
3. ACI 549. 2R-04, 2004, Report on Thin Reinforced Cementitious Products, Reported by ACI Committee 549, American Concrete Institute, Farmington Hills, Michigan.
4. Kurtz S, Balaguru P (2001) Comparison of Inorganic and Organic Matrices for Strengthening of RC Beams with Carbon Sheets. Journal of Structural Engineering, ASCE, 127(1): 35-42.
5. Garon R, Balaguru PN, Toutanji H (2001) Performance of Inorganic Polymer-fiber Composites for Strengthening and Rehabilitation of Concrete Beams, FRPRCS-5 Fiber Reinforced Plastics for Reinforced Concrete Structures, CJ Burgoyne ed., Thomas Telford, London, V. 1, pp. 53-62.
6. Toutanji H, Deng Y, Jia M (2003) Fatigue Performance of RC Beams Strengthened with CF sheets bonded by inorganic matrix. FRPRCS-6 Fiber Reinforced Polymer Reinforcement for Concrete Structures, K. H. Tan, ed., World Scientific Publishing Company, V. 2, pp. 875-884.
7. Wiberg A (2003) Strengthening of Concrete Beams Using Cementitious Carbon Fibre Composites, Doctoral Thesis, Royal Institute of Technology, Stockhohm.
8. Wu HC, Teng J (2003) Concrete confined with fiber reinforced cement based thin sheet composites', FRPRCS-6 Fiber Reinforced Polymer Reinforcement for Concrete Structures, K. H. Tan, ed., World Scientific Publishing Company, V. 1, pp. 591-600.
9. Gardiner T, Currie B (1983) 'Flexural Behavior of Composite Cement Sheets Using Woven Polypropylene Mesh Fabric', International Journal of Cement Composites and Lightweight Concrete, 5: 193-197.
10. Naaman AE, Shah SP, Throne JL (1984) Some developments of polypropylene fibers for concrete, Fiber-Reinforced Concrete-International Symposium, SP-81, G. C. Hoff, ed., American Concrete Institute, Farmington Hills, Michigan.
11. Bischoff Th, Wulfhorst B, Franzke G, Offermann P, Bartl A-M, Fuchs H, Hempel R, Curbach M, Pachow U, Weiser W (1998) Textile reinforced concrete façade elements-an investigation to optimize concrete composite technologies, 43rd International SAMPE Symposium, pp. 1790-1802.
12. Curbach M, Jesse F (1999) High-performance textile-reinforced concrete, Structural Engineering International, IABSE, 4: 289-291.
13. Sato Y, Fujii S, Seto Y, Fujii T (1999) Structural behavior of composite reinforced concrete members encased by continuous fiber-mesh reinforced mortar permanent forms, FRPRCS-4 Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, SP-188, C. W. Dolan, S. H. Rizkalla and A. Nanni, eds., American Concrete Institute, Farmington Hills, Michigan, pp. 113-124.
14. Brameshuber W, Brockmann J, Roessler G (2001), Textile reinforced concrete for formwork elements-investigations of structural behaviour, FRPRCS-5 Fiber Reinforced Plastics for Reinforced Concrete Structures, C. J. Burgoyne, ed., Thomas Telford, London, V. 2, pp. 1019-1026.
15. Molter M, Littwin R, Hegger J (2001) Cracking and failure modes of textile reinforced concrete, FRPRCS-5 Fiber Reinforced Plastics for Reinforced Concrete Structures, C. J. Burgoyne, ed., Thomas Telford, London, V. 2, pp. 1009-1018.
16. Mu B, Meyer C (2002) Flexural behavior of fiber meshreinforced concrete with glass aggregate, ACI Materials Journal, 99(5): 425-434.
17. Nakai H, Terada N, Honma A, Nishikawa K (2002) Improvement in performance of concrete structures by using sandy fiber mesh, 1st fib Congress, Osaka, Japan, Session 8, pp. 325-332.
18. Naaman AE (2003) Progress in ferrocement and textile hybrid composites, 2nd Colloquium on Textile Reinforced Structures, Curbach M., ed., Dresden, pp. 325-346.
19. Peled A, Bentur A (2003) Quantitative description of the pull-out behavior of crimped yarns from cement matrix, Journal of Materials in Civil Engineering, ASCE, 15(6): 537-544.
20. Reinhardt HW, Krueger M, Grosse CU (2003) Concrete prestressed with textile fabric, Journal of Advanced Concrete Technology, 1(3): 231-239.
21. Curbach M, Ortlepp R (2003) Besonderheiten des Verbund-verhaltens von Verstaerkungsschichten aus textilbewehrtem, 2nd Colloquium on Textile Reinforced Structures, Curbach M., ed., Dresden, pp. 361-374 (in German).
22. Curbach M, Brueckner A (2003) Textile Strukturen zur Querkraftverstaerkung von Stahlbetonbauteilen, 2nd Colloquium on Textile Reinforced Structures, Curbach M., ed., Dresden, pp. 347-360 (in German).
23. Triantafillou TC, Papanicolaou CG, Zissimopoulos P, Laourdekis T (2006) Concrete confinement with textile reinforced mortar (TRM) jackets, ACI Structural Journal, 103(1): 28-37.
24. EN 1015-11, 1993, Methods of test for mortar for masonry-Part 11: Determination of flexural and compressive strength of hardened mortar, European Committee for Standardization, Brussels.
25. Khalifa A, Gold WJ, Nanni A, Aziz AMI (1998) Contribution of externally bonded frp to shear capacity of RC flexural members, Journal of Composites for Construction, ASCE, 2(4): 195-202.
26. Triantafillou TC, Antonopoulos CP (2000) Design of concrete flexural members strengthened in shear with FRP, Journal of Composites for Construction, ASCE, 4(4): 198-205.
27. ACI 440.2R-02, 2002, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, Reported by ACI Committee 440, American Concrete Institute, Farmington Hills, Michigan.