TECHNICAL PAPERS
Oct 1, 2006

Selection of Carbon-Fiber-Reinforced Polymer Systems for Steelwork Upgrading

Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 5

Abstract

This paper examines the effectiveness of a high and an ultrahigh modulus carbon-fiber-reinforced polymer (CFRP) composite prepreg, both of which have been specifically developed for the civil engineering industry. A film adhesive, compatible with the matrix material of the CFRP composite, has been introduced. The bonding characteristics of this film adhesive have been compared with those of a standard two-part adhesive—widely used in the construction industry—with those of a two-part adhesive—frequently used for high-grade bonding applications in the aerospace industry. The results have shown that when bonding carbon fiber composites to steel, the film adhesive has more favorable characteristics compared to those of the standard civil engineering adhesive, though the high-grade, and higher-cost, aerospace adhesive has superior bonding qualities. It has also been demonstrated that a good understanding of the full load-deformation response of relevant joints, including load-strain and load-extension characteristics, as well as failure mode characterization, is essential.

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References

ASTM. (1995). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039M, Vol. 15, 99–109.
Cadei, J., Stratford, T. J., Hollaway, L. C., and Duckett, W. G. (2004). “Strengthening metallic structures using externally bonded fibre reinforced polymers.” CIRIA RP 645, publication No. C595, CIRIA London.
Guyson. (1989). Manual of blast media, Guyson data sheet.
Hibbit, Karlson, and Sorencsen, Inc. (2002). ABAQUS user’s manual—Version 6.2, 6.3.
Hollaway, L. C., Chryssanthopoulos, M. K., and Moy, S. S. J. (2004). “Advanced composites in construction ACIC.” Proc., Advanced Polymer Composites for Structural Applications in Construction, Woodhead, Abington Hall, Cambridge, U.K.
Liu, X., Silva, P. R., and Nanni, A. (2001). “Rehabilitation of steel bridge members with FRP composite materials.” Proc., CCC 2001, Composites in Construction, Porto, Portugal, J. Figueiras, L. Juvandes, and R. Furia, eds., 613–617.
Mertz, D., and Gillespie, J. (1996). “Rehabilitation of steel bridge girders through the application of advanced composite material.” NCHRP 93-ID11, Transportation Research Board, Washington, D.C., 1–20.
Mosallam, A. S., and Chakrabarti, P. R. (1999). “Making the connection.” Civ. Eng. (N.Y.), 69(4), 56–59.
Photiou, N. K., Hollaway, L. C., and Chryssanthopoulos, M. K. (2004). “Selection of CFRP systems for steelwork upgrading.” Proc., Conf. on Innovative Materials and Technologies for Construction and Restoration (IMTCR), Vol. 2, 524–539.
Photiou, N. K., Hollaway, L. C., and Chryssanthopoulos, M. K. (2003). “Characterization of adhesively bonded plates for upgrading structural steelwork.” Proc., Structural Faults and Repair (CD-ROM), M. C. Forde, ed., Engineering Technics Press, Edinburgh.
Tan, K. H. (2003). “Fibre reinforced polymer reinforcement for concrete structures.” Proc., 6th Int. Symp. on FRP Reinforcement for Concrete Structures (FRPRCS-6).
Tavakkolizadeh, M., and Saadatmanesh, H. (2003). “Strengthening of steel-concrete composite girders using carbon fibre reinforced polymer sheets.” J. Struct. Eng., 129(1), 30–40.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 5October 2006
Pages: 641 - 649

History

Received: Oct 1, 2004
Accepted: Jan 31, 2005
Published online: Oct 1, 2006
Published in print: Oct 2006

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Authors

Affiliations

Nikolaos K. Photiou
Research Student, Engineering, Dept. of Civil Engineering, Univ. of Surrey, Guilford, Surrey, GU2 7XH, U.K.
Len C. Hollaway
Professor of Composite Structures, Engineering, Dept. of Civil Engineering, Univ. of Surrey, Guilford, Surrey, U.K.
Marios K. Chryssanthopoulos
Professor of Structural Systems, Engineering, Dept. of Civil Engineering, Univ. of Surrey, Guilford, Surrey, U.K. (corresponding author). E-mail: [email protected]

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