Behavior of CFRP-Confined Sand-Based Material Columns under Axial Compression.

Polymers (Basel) · 2021 · PMC8623965 · PMID 34833293

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an increasing trendno p-value reported

It was noteworthy that under continued loading, the hoop strain–axial strain curve of the specimens in the C-2-1.0-60 group ( Figure 11 b,c) maintained an increasing trend until the CFRP suffered a hoop fracture, which was similar to the CFRP-confined concrete [ 26 , 42 , 43 , 44 ].

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