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The observed strength reductions are consistent with those reported in the literature.
However, the cases with 30% recycled aggregates showed only slight compressive strength reductions.
Then the stiffness and strength reductions are performed on these damaged elements accordingly.
Type I GFRP bars, with the lower moisture uptake, exhibited insignificant strength reductions in the range of 2 15% whereas Type II, with the higher moisture uptake, exhibited substantial strength reductions in the range of 19 50%.
The results showed that holes in the web have considerable effect on the strength reductions of specimens.
The addition of expansive additives resulted in compressive strength reductions that mainly depended on the total expansion reached.
Similar(35)
Proposed strength reduction factor.
Curvature or strength reduction factor.
ϕ: shear strength reduction factor.
No bond strength reduction was observed for Gluma Comfort Bond.
Almost no pH reduction or strength reduction was observed.
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