The transfer length in reinforced concrete structures strengthened with composite plates: Experimental study and modelling

Composites Science and Technology

Volumn 67, Issue 3-4, 2007, Pages 707-719

  Destrebecq, Jean François ^a   Grédiac, Michel ^a   Sierra Ruiz, Veronica ^a  

^a UNIVERSITÉ CLERMONT AUVERGNE   (France)

Author keywords

B. Adhesion; B. Debonding; D. Mechanical testing; E. Joints joining

Indexed keywords

COMPOSITE STRUCTURES; COMPRESSION TESTING; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STRAIN GAGES; STRUCTURAL LOADS; TENSILE TESTING;

REINFORCED CONCRETE STRUCTURES; STRAIN DISTRIBUTION; TRANSFER LENGTH;

REINFORCED CONCRETE;

COMPOSITE; CONCRETE; DEBONDING; FINITE ELEMENT ANALYSIS; LOADING (TESTING); MATHEMATICAL MODEL; MECHANICAL PROPERTY; REINFORCEMENT; SUBSTRATE;

EID: 33845874644     PISSN: 02663538     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compscitech.2006.04.011     Document Type: Article

References (19)

1. Hollaway L.C., and Leeming M.B. Strengthening of reinforced concrete structures (1999), Woodhead Publishing Limited
2. Garden H.N., Quantrill R.J., Hollaway L.C., Thorne A.M., and Parke G.A.R. An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beam. Construct Build Mater 12 (1998) 203-219
3. Garden H.N., and Hollaway L.C. An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams. Compos Struct 42 (1998) 175-188
4. Rabinovitch O., and Frostig Y. Experiments and analytical comparison of rc beams strengthened with CFRP composites. Composites B 34 (2003) 663-677
5. Sim J., Park C., and Moon D.Y. Characteristics of basalt fibers as a strengthening material for concrete structures. Composites B 36 (2005) 504-512
6. Taljsten B. Plate bonding. Strengthening of existing concrete structures with epoxy bonded plates of steel or fibre reinforced plastics. PhD thesis, Lulea University, Sweden; 1994.
7. Malek A.M., Saadatmanesh H., and Ehsani M.R. Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end. ACI Struct J 95 1 (1998) 142-152
8. Volkersen O. Die Nietkraftverteilung in Zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. Luftfahrtforschung 15 41 (1938) 41-47 [in German]
9. Goland M., and Reissner E. The stresses in cemented joints. J Appl Mech Trans ASME 66 (1948) A17-A27
10. Chajes M.J., Finch W.W., Januszka T.F., and Thomson T.A. Bond and force transfer of composite material plates bonded to concrete. ACI Struct J 93 (1996) 208-217
11. Bizinvavyi L., and Neale K.W. Transfer lengths and bond strengths for composites bonded to concrete. J Compos Construct 3 4 (1999) 153-160
12. Taljsten B. Defining anchor length of steel and CFRP plates bonded to concrete. Int J Adhesion Adhesive 17 4 (1997) 319-327
13. Ferrier E, Hamelin P. Durability of external carbon epoxy reinforcement for concrete structure. In: CD-ROM of the Proceedings of the twelfth international conference on composite materials; 1999.
14. Tripi J.M., Bakis C.E., Boothby T.E., and Nanni A. Deformation in concrete with external CRFP sheet reinforcement. J Compos Construct 4 2 (2000) 85-94
15. Adams R.D., and Wake W.C. Structural adhesive joints in engineering (1986), Elsevier, Amsterdam
16. Sierra-Ruiz V., Destrebecq J.-F., and Grédiac M. The transfer length in concrete structures repaired with composite materials: a survey of some analytical models and simplified approaches. Compos Struct 55 (2002) 445-454 Elsevier
17. Maalej M., and Leong K.S. Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams. Compos Sci Technol 65 (2005) 1148-1158
18. Yao J., Teng J.G., and Chen J.F. Experimental study on FRP-to-concrete bonded joints. Composites B 36 (2005) 99-113
19. Wu Z., Yuan H., Kojima Y., and Ahmed E. Experimental and analytical studies on peeling and spalling resistance of unidirectional FRP sheets bonded to concrete. Compos Sci Technol 65 (2005) 1088-1097