Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members

A concrete beam can be strengthened by bonding a fibre reinforced polymer (FRP) plate to the tension face, and a common failure mode for such beams involves the debonding of the FRP plate that initiates at a major flexural crack, which is widely referred to as intermediate crack (IC) debonding. To u...

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Veröffentlicht in:	Engineering structures 2007-02, Vol.29 (2), p.259-270
Hauptverfasser:	Chen, J.F., Yuan, H., Teng, J.G.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Bond–slip model Building structure Buildings. Public works Computation methods. Tables. Charts Concrete Concrete structure Construction (buildings and works) Debonding Effective bond length Exact sciences and technology Fracture energy FRP Interface Interfacial stresses Structural analysis. Stresses Ultimate load
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