Strength and fracture resistance of FRP reinforced concrete flexural members

A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any s...

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Veröffentlicht in:Cement & concrete composites 2003-02, Vol.25 (2), p.253-261
Hauptverfasser: Wu, Z.J., Ye, J.Q.
Format: Artikel
Sprache:eng
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