Deterioration of FRP-to-Concrete Bond under Failure Loading

Characteristics of FRP-to-concrete bond are observed to deteriorate under cyclic loads. Deterioration has been observed under load conditions which result in a stress range in the bonded FRP of only 4% of the material capacity. Current design recommendations and “accepted practice” often neglect thi...

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Veröffentlicht in:	Advances in structural engineering 2006-12, Vol.9 (6), p.779-789
Hauptverfasser:	Harries, Kent A., Aidoo, John, Zorn, Andrew, Quattlebaum, Joshua
Format:	Artikel
Sprache:	eng
Schlagworte:	Bonding Cyclic loads Deterioration Fatigue (materials) Fatigue failure Highway bridges Limit states Structural engineering
Online-Zugang:	Volltext
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