FRP-confined Concrete Cylinders: Axial Compression Experiments and Strength Model
By R. Benzaid, H. Mesbah, Nasr Eddine Chikh. 2010
211 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/5f61e5ee7ef2df7d4eaa5b0cde6b35c729cd048d
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression (2012, result): “[18] while it varied from 0.”
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, unknown): “[123] N/A N/A N/A f 0 cc f 0 co 1⁄4 1þ 2:2 flu;a f 0 co ecu eco 1⁄4 2þ 7:6 flu;a f 0 co Yes, ke = 0.”
- Hoop strains in FRP-confined concrete columns: experimental observations (2015, background): “133 [5–8, 12, 14, 19, 20, 28–41], indicating that additional targeted investigations are required to gain clearer insights into the hoop rupture strain efficiency of FRP jackets.”
- Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete (2013, unknown): “[29] co a lu co cc f f f f , 2 .”