Tests and modeling of carbon-wrapped concrete columns

By M. Shahawy, A. Mirmiran, T. Beitelman. 2000

320 citations recorded by the source corpus.

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FRP-confined Concrete Cylinders: Axial Compression Experiments and Strength Model (2010, methodology): “The last CFRP layer was wrapped around the cylinder with an overlap of the 1/4 of perimeter to avoid sliding or debonding of fibers during tests and to ensure the development of full composite strength [20].”
Hoop strains in FRP-confined concrete columns: experimental observations (2015, result): “A number of factors contributing to lower efficiency in FRP jackets have been identified in previous studies [3, 5, 6, 8, 10–20], which include: (i) the differences between FRP jackets and flat coupons as a result of differences in fabrication processes and in situ forms; (ii) the differences in met”
Flexural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Members (2006, methodology): “Previous research by Shahawy et al. 2000 indicates little difference between the two methods of forming the FRP tube in terms of the performance of the hybrid column.”