Abstract (EN):
Wood damaged beams submitted to bending loads were repaired using carbon-epoxy patches.
The effect of patch thickness as well as adhesive filleting were both studied experimentally
and numerically. The objective was to verify the influence of these aspects on the strength and
failure of the repaired structural components. Cohesive zone modeling considering mixedmode
(I+II) loading was carried out to simulate the observed experimental behavior. It was
concluded that repair can successful recover the original bearing capacity, although patch
thickness and adhesive filleting did not reveal a significant gain on strength.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
8
License type: