Abstract (EN):
For the flexural strengthening of reinforced concrete elements, an innovative technique, based in the filament winding method and
using carbon fibres and epoxy resin, has been developed in the scope of the research and development activity of INEGI.
An experimental research has been done bearing in mind the strengthening of scale-reduced beams.
The CFRP reinforced system has been able to increase more than the double of the ultimate load of the concrete beam, providing a
large deflection as well.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
6
License type: