Axial Behavior and Modeling of Confined Small-, Medium-, and Large-Scale Circular Sections with Carbon Fiber-Reinforced Polymer Jackets
By S. Carey, K. Harries. 2005
158 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a0db7ee7095cd7e568d318e4e266660f0fdc2373
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- 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”
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, background): “[1 24 ] N /A N /A N /A f 0 c c f 0 c o 1⁄4 f lu f 0 c o þ ffiffiffiffiffiffiffiffi ffiffiffiffiffiffiffiffi ffiffiffiffiffiffiffiffi ffiffiffiffiffiffiffiffi ffiffiffiffiffiffiffiffi ffiffiffiffiffi”