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Simplified nonlinear analysis of strengthened concrete beams based on a rigorous approach
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ASCE
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Teng, J.G.1
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Flexural strengthening of reinforced concrete (RC) beams with fiber reinforced polymer (FRP) composites
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Chapter 4, Hollaway, L.C. and Teng, J.G. (Eds), Woodhead Publishing Limited, Cambridge, UK
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Teng, J.G., Smith, S.T. and Chen, J.F., Flexural strengthening of reinforced concrete (RC) beams with fiber reinforced polymer (FRP) composites, Chapter 4, Strengthening and Rehabilitation of Civil Infrastructures using Fibre- Reinforced Polymer (FRP) Composites, Hollaway, L.C. and Teng, J.G. (Eds), Woodhead Publishing Limited, Cambridge, UK, 112-140 (2008).
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Intermediate crack induced debonding in RC beams and slabs
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Modelling debonding failure in FRP flexurally strengthened members using a local deformation model
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ASCE
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Bond-slip models for FRP sheets/plates bonded to concrete
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Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams
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Effect of material configuration on strengthening of concrete slabs by CFRP composites
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Behaviour of GFRP-strengthened RC cantilever slabs
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