Prestressing and preloading effect in RC slabs strengthened with normal and pretensioned CFRP EBR strips

Author:

Bodzak Przemysław

Publisher

Elsevier BV

Subject

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

Reference35 articles.

1. Debonding mechanism and model for CFRP-plates as external reinforcement for concrete members;Neubauer;Proc., Composites in Construction — CCC2001, Balkema, Porto, Portugal,2001

2. Debonding failure modes of flexural FRP strengthened RC beams;Aram;Compos Part B,2008

3. Experimental performances of RC beams strengthened with FRP materials;Ceroni;Constr Build Mater,2010

4. Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence;Bilotta;Compos Struct,2015

5. Performance of reinforced concrete slabs strengthened with different types and configuration of CFRP;Al-Rousan;Compos B Eng,2012

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