Analysis of adhesive joints used to bond FRP laminates to steel members - A numerical and experimental study

Construction and Building Materials

Volumn 24, Issue 11, 2010, Pages 2243-2251

  Haghani, Reza ^a  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Adhesive joint; Analysis; Composite; Optic measurement; Peeling; Shear; Strain

Indexed keywords

ACCURATE DESIGN; ADHESIVE LAYERS; ANALYSIS; BOND LINE; CFRP LAMINATE; COMPOSITE; COMPOSITE OPTICS; CONCRETE STRUCTURES; DESIGN CODES; DESIGN METHOD; EXISTING STRUCTURE; EXPERIMENTAL APPROACHES; FAILURE MECHANISM; FE METHOD; FIBER REINFORCED POLYMER LAMINATE; FORCE-TRANSFER MECHANISMS; FRP LAMINATES; JOINT BEHAVIOR; MEASUREMENT TECHNIQUES; NEW DESIGN; NUMERICAL AND EXPERIMENTAL STUDY; NUMERICAL STUDIES; STEEL MEMBERS; STEEL SUBSTRATE; STRAIN DISTRIBUTIONS; STRUCTURAL STEELS;

ADHESIVE JOINTS; BUILDING MATERIALS; FAILURE ANALYSIS; MACHINE DESIGN; METAL ANALYSIS; PAPER LAMINATES; STRAIN; STRENGTHENING (METAL);

STRUCTURAL DESIGN;

ANALYSIS; COMPOSITES; MACHINE DESIGN; PAPER LAMINATES; PEELING; STRAINS;

EID: 77955277984     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2010.04.032     Document Type: Article

References (21)

1. A.H. Al-Saidy, F.W. Klaiber, and T.J. Wipf Repair of steel composite beams with carbon fiber-reinforced polymer plates J compos Constr, ASCE 8 2 2004 163 173
2. Bassetti A. Lamelles precontraintes en fibres de carbone pour renforcement de ponts rivetes endommages par fatigue. Thesis no 2440, EPFL, Lausanne, Switzerland; 2001.
3. M. Bocciarelli, P. Colombi, G. FAva, and C. Poggi Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria Eng Fract Mech 76 2009 299 313
4. O. Buyukozturk, O. Gunes, and E. Karaca Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites Constr Build Mater 18 2004 9 19
5. Cadei JMC, Statford TJ, Hollaway LC, Duckett WG. Strengthening metallic structures using externally bonded fiber-reinforced polymers. CIRIA; 2004 [ISBN 0-86017-595-2].
6. CNR-DT 202/2005. National research council, Advisory committee on technical recommendations for construction. Guidelines for the design and construction of externally bonded FRP systems for strengthening existing structures, metallic structures; 2005.
7. P. Colombi, A. Basseti, and A. Nussbaumer Analysis of cracked steel members reinforced by pre-stress composite patch Fatigue Fract Eng Mater Struct 26 2003 59 66
8. M. Goland, and E. Reissner The stresses in cemented joints J Appl Mech 11 1944 17 27
9. Haghani R, Al-Emrani M, Kliger R. Control of interfacial stresses in beams strengthened with prestressed CFRP laminates. In: Proceedings of the Asia-Pacific conference on FRP in structures (APFIS), Hong Kong, China; 2007. p. 1053-60.
10. R. Haghani, M. Al-Emrani, and R. Kliger Stress distribution in adhesive joints with tapered laminates - effect of tapering length and material properties J Compos Mater 44 3 2010 287 302
11. Institution of Structural Engineers. A guide to the structural use of adhesives. London, UK; 1999.
12. H. Jiao, and X.L. Zhao CFRP strengthened butt-welded very high strength (VHS) circular steel tubes Thin-Walled Struct 42 7 2004 963 978
13. Linghoff D. Steel members strengthened with carbon fiber reinforced polymers A study of local and global structural behavior. Doctoral thesis. Chalmers University of Technology, Sweden; 2009.
14. D. Linghoff, R. Haghani, and M. Al-Emrani Carbon-fibre composites for strengthening steel structures Thin-Walled Struct 47 10 2009 1048 1058
15. Luke S. The use of carbon fibre plates for strengthening of two metallic bridges in an historic nature in the UK. In: Proceedings of the international conference on FRP composites in civil engineering, Hong Kong; 2001. p. 975-83.
16. Mertz DR, Gillespie JW. Rehabilitation of steel bridge girders through the application of advanced composite materials, IDEA program. Transportation Research Board National Research Council (NCHRP), University of Delaware; 1996.
17. T.C. Miller, M.J. Chaies, D.R. Mertz, and J.N. Hastings Strengthening of steel bridge girder using CFRP plates J Bridge Eng, ASCE 6 6 2001 514 522
18. Schnerch D., Dawood M, Rizkalla S. Design guidelines for use of HM strips: strengthening of steel concrete composite bridges with high modulus carbon fiber reinforced polymer (CFRP) strips; 2006.
19. R. Sen, L. Liby, and G. Mullins Strengthening steel bridge sections using CFRP laminates Composite Part B: Eng 32 4 2001 309 322
20. S.T. Smith, and J.G. Teng Interfacial stresses in plated beams Eng Struct 23 2001 857 871
21. M. Tavakkolizadeh, and H. Saadatmanesh Strengthening of steel-concrete composite girders using carbon fiber reinforced polymer sheets J Struct Eng, ASCE 129 1 2003 30 40 (Pubitemid 40015768)