Effect of End Tapering on Crack-Induced FRP Debonding from the Concrete Substrate
Publication: Journal of Composites for Construction
Volume 12, Issue 1
Abstract
The technique of bonding fiber-reinforced plastic (FRP) plates on the tensile side of concrete members has been proved to be an effective method for structural strengthening. For a RC beam strengthened with FRP plates, failure may occur by concrete cover separation near the plate end, or crack-induced debonding initiated by an opening crack away from the plate end. Experimental investigations have shown that tapering of the FRP plate at its ends is effective in reducing the stress concentrations and increasing the loading for plate end failure to occur. However, with reduced averaged thickness of the tapered plate, crack-induced debonding is also easier to occur. To optimize plate tapering in practical designs, an approach to analyze crack-induced debonding of tapered FRP plates is required. In the present investigation, FRP debonding is first studied with the finite-element method. In the analysis, a three-parameter model is employed for the shear slip relation between concrete and the FRP plate. Based on the findings from FEM analysis, simplifying assumptions are derived and an analytical model is developed for calculating the stresses in the FRP plate and along the concrete-to-FRP interface. The analytical stress distributions show good agreement with those from the FEM analysis. Using the analytical model, the effect of FRP tapering is quantitatively assessed. Also, the effects of various parameters on the ultimate failure load are simulated.
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Acknowledgments
Financial support of the work by the Hong Kong Research Grant Council, under CERG UST6252/02E, is gratefully acknowledged.
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Information
Published In
Journal of Composites for Construction
Volume 12 • Issue 1 • February 2008
Pages: 15 - 24
Copyright
© 2008 ASCE.
History
Received: Jun 23, 2006
Accepted: Sep 13, 2006
Published online: Feb 1, 2008
Published in print: Feb 2008
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