FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure
External bonding of fibre reinforced polymer (FRP) composites has become a popular technique for strengthening concrete structures all over the world. The performance of the interface between FRP and concrete is one of the key factors affecting the behaviour of the strengthened structure. Existing l...
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Veröffentlicht in: | International journal of solids and structures 2006-09, Vol.43 (18), p.5750-5778 |
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Sprache: | eng |
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