A parametric study on the effectiveness of the NSM technique for the flexural strengthening of continuous RC slabs

Author:

Breveglieri Matteo,Barros Joaquim A.O.,Dalfré Gláucia M.,Aprile Alessandra

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference35 articles.

1. Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams;Barros;Cem Concr Compos J,2007

2. A generic design approach for EB and NSM longitudinally plated RC beams;Oehlers;Construct Build Mater,2007

3. Structural behaviour of composite RC beams with externally bonded CFRP;Spadea;J Compos Construct,1998

4. Brittle failure in FRP plate and sheet bonded beams;Arduini;ACI Struct,1997

5. Casadei P, Nanni A, Galati N, Ibell T, Denton S. Moment redistribution in continuous CFRP strengthened concrete members: experimental results. International conference composites in construction – CCC2003, Cosenza, Italy, 2003. p. 307–12.

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