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Anchorage strength models for end-debonding predictions in RC beams strengthened with FRP composites

โœ Scribed by V. Nardini; M. Guadagnini; M. R. Valluzzi

Publisher
Springer US
Year
2008
Tongue
English
Weight
717 KB
Volume
44
Category
Article
ISSN
1573-8922

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The prediction of the shear capacity of reinforced concrete beams retrofitted in shear by means of externally bonded FRP is very complex as demonstrate the studies carried out up to date. As alternative to the conventional methods two approaches based on artificial intelligence are proposed for the