Abstract
Expansive corrosion in steel reinforcement significantly reduces the design life and durability of concrete structures. Glass Fibre Reinforced Polymer (GFRP) reinforcement is a more durable alternative to steel reinforcement and has higher strength to weight ratio than steel. Replacing conventional steel with GFRP reinforcement can be highly beneficial. FRP reinforcement can be successfully used in laterally restrained slabs due to enhanced strength above the flexural capacity and increased stiffness as a result of arching action. This paper discusses the tests carried out on three full scale concrete slabs strips reinforced with GFRP bars.
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References
American Concrete Institute, 2006. ACI 440.1R-06 Guide for the Design and Construction of Concrete Reinforced with FRP Bars, American Concrete Institute.
Aftab A. Mufti and John P. Newhook, 1998. Punching Shear Strength of Restrained Concrete Bridge Deck Slabs, ACI Structural Journal, Vol. 95, No. 4.
Bedard, C., 1992. Composite reinforcing bars. Assessing their use in construction. Concrete International, 14(1), 55–59.
Broomfield, J.P., Davies, K. and Hladky, K., 2002. The use of permanent corrosion monitoring in new and existing reinforced concrete structures. Cement and Concrete Composites, 24(1), 27–34.
Canadian Highway Bridge Design Code (10th ed.), 2006., CAN/CSA-S6, Canadian Standards Association, Canada.
Clarke, J.L., 1999. Fibre-reinforced plastic reinforcement for concrete. Concrete (London), 33(1), 15–16.
Highways Agency (UK), 2002. Use Of Compressive Membrane Action In Bridge Decks, BD 81/02, Departmental Standard — The assessment of concrete highway bridges, Design Manual for Roads and Bridges, Volume 3, Section 4, Part 20.
Keesler, R.J. and Powers, R.G., 1988. Corrosion of epoxy coated rebars-Keys Segmental Bridge-Monroe County, Report No.88-8A, Corrosion Research Laboratory, Florida Department of Transportation, Materials office, Gainesville.
Ockleston A.J. Load tests on a 3-storey RC building in Johannesburg. Structural Engineer, 1955, 33, 304–322.
Rankin, G.I.B., Niblock, R.A., Skates, A.S. and Long, A.E., 1991. Compressive membrane action strength enhancement in uniformly loaded, laterally restrained slabs. Structural engineer London, 69(16), 287–295.
Taylor, S.E, 2000. Compressive Membrane Action in High Strength Concrete Bridge Deck slabs, Queen’s University Belfast, PhD Thesis.
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© 2011 Tsinghua University Press, Beijing and Springer-Verlag Berlin Heidelberg
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Tharmarajah, G., Taylor, S.E., Robinson, D., Cleland, D.J. (2011). Arching Action in Laterally Restrained GFRP Reinforced Slabs. In: Ye, L., Feng, P., Yue, Q. (eds) Advances in FRP Composites in Civil Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_162
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DOI: https://doi.org/10.1007/978-3-642-17487-2_162
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-17486-5
Online ISBN: 978-3-642-17487-2
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