Effect of freeze–thaw cycling on the behaviour of reinforced concrete beams strengthened in flexure with fibre reinforced polymer sheets

By Green Mark F   Dent Aaron J.S   Bisby Luke A  

Canadian Journal of Civil Engineering, Vol. 30, Iss. 6, 2003-12 ,pp. : 1081-1088

NRC Research Press

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Interfacial debonding failure for reinforced concrete beams strengthened with carbon-fibre-reinforced polymer strips

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Canadian Journal of Civil Engineering, Vol. 36, Iss. 1, 2009-01 ,pp. : 103-121

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Effect of overloading on fatigue performance of reinforced concrete beams strengthened with externally post-tensioned carbon-fibre-reinforced polymer tendons

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Canadian Journal of Civil Engineering, Vol. 35, Iss. 11, 2008-11 ,pp. : 1294-1307

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Flexural behaviour of concrete beams strengthened with prestressed carbon fibre reinforced polymer sheets subjected to sustained loading and low temperature

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Impact resonance method for damage detection in carbon-fibre-reinforced polymer-strengthened reinforced concrete beams subjected to fatigue and thermal cycling

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