Abstract (EN):
In this article the bond between concrete and carbon fiber reinforced polymer (CFRP) was
characterized through flexural test specimens, using sets of two concrete cubes and/or prisms tied
by unidirectional CFRP systems. The results were presented and discussed in terms of the
parameters that affect the bond strength and were compared with the expressions proposed in the
CEB - FIP bulletin 14 [4].
Language:
Portuguese
Type (Professor's evaluation):
Scientific
Contact:
juvandes@fe.up.pt