Abstract
The acceptance that fibre reinforced polymers (FRPs) have so far gained for new structures is not in proportion to their potential, because their short-term costs are usually higher than those for structures with conventional materials. Designers and owners have usually justified the use of FRPs in new structures on the basis of life-cycle costing. The same is not the case for rehabilitation of existing structures with FRPs. The FRPs are highly cost-effective for rehabilitation, mainly because of their light weight and ease of bonding them to existing structures. A few of the several innovative applications of FRPs in this respect are described briefly in the following Sections, it being noted that the design provisions of all these rehabilitation techniques are covered by the Canadian Highway Bridge Design Code (CHBDC 2006). It is recalled that the CHBDC defines rehabilitation as ‘modification, alteration, or improvement of the condition of a structure that is designed to correct deficiencies in order to achieve a particular design life and live load level.
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References
ACI 440.2R-02 (2002) Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures: 45. American Concrete Institute, Farmington Hills
Bisby LA, Dent AJS, Green M (2005) Comparison of confinement models for fiber reinforced polymer-wrapped concrete. ACI J 102(1):62–67
CHBDC (2006) Canadian highway bridge design code, CAN/CSA-S6-06. Canadian Standards Association, Toronto
CSA-S806 (2002) Design and construction of building components with fibre reinforced polymers. Canadian Standards Association, Toronto
Eden R (2002) Strengthening of timber bridge stringers using GFRP. Master of Science in Civil Engineering thesis, University of Manitoba, Winnipeg
Erki M-A, Agarwal AC (1995) Strengthening of reinforced concrete axial members using fibre composite materials: a survey. In: Proceedings, annual conference of Canadian Society for Civil Engineering, vol II. Ottawa, pp 565–574
Hay S (2004) Shear strengthening of timber stringers using GFRP. Master of Science in Civil Engineering thesis, University of Manitoba, Winnipeg
Hay S, Svecova D, Bakht B (2004) The effectiveness of diagonal versus vertical GFRP sheets for shear strengthening of timber. In: Conference on innovative materials and technologies for construction and restoration, University of Lecce, Lecce
Johns K, Racine P (2001) Composite reinforcement of timber in bending. In: Proceedings of the 29 the annual conference of the Canadian Society for Civil Engineering, Victoria, pp 1–6
Mufti AA, Neale KW, Rahman S, Huffman S (2003) GFRP seismic strengthening and structural health monitoring of Portage Creek Bridge concrete columns. In: Proceedings for the fib2003 symposium – concrete structures in seismic regions, Athens
NLGA (2014) Standard rules for grading Canadian lumber. National Lumber Grading Authority, Surrey
Sheikh SA, Homam SM (2007) Long-term performance of GFRP repaired bridge columns. In: Third international conference on structural health monitoring of intelligent infrastructure, Vancouver (proceedings on CD)
Täljsten B (1994) Plate bonding: strengthening of existing concrete structures with epoxy bonded plates of steel or fibre reinforced plastics. Doctoral thesis. Department of Civil Engineering, Luela University of Technology, Luela
Täljsten B (2000) FRP strengthening of existing concrete structures: design guidelines. Luela University of Technology, Luela
Täljsten B (2004a) Design guideline for CFRP strengthening of concrete structures. IABMAS, Kyoto
Täljsten B (2004b) FRP strengthening of existing concrete structures – design guidelines, 3rd edn. Luleå University of Technology, Division of Structural Engineering, Luleå. ISBN 91-89580-03-6: 230
Teng JG, Chen JF, Smith ST, Lam L (2002) FRP-strengthened RC structures. John Wiley & Sons, Ltd, West Sussex
Theriault M, Neale K (2000) Design equations for axially loaded reinforced concrete columns with fibre reinforced polymer wraps. Can J Civ Eng 27(6):1011–1020
Timusk J, Sheikh S (1977) Expansive cement jacks. ACI J Struct Eng 74(2):80–85
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Bakht, B., Mufti, A. (2015). Rehabilitation with FRPs. In: Bridges. Springer, Cham. https://doi.org/10.1007/978-3-319-17843-1_9
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DOI: https://doi.org/10.1007/978-3-319-17843-1_9
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