COMPRESSIVE BEHAVIOR OF CONCRETE EXTERNALLY CONFINED BY COMPOSITE JACKETS. PART A: EXPERIMENTAL STUDY
By J. Berthet, E. Ferrier, P. Hamelin. 2005
284 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/57fc1d5d2ccfd7a14579bde157a315e77a83d207
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “, [19–27]), which have been complemented by a comprehensive experimental program that has been underway at the University of Adelaide on the behavior of FRP–HSC composite columns [28–38].”
- 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.”
- Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “…on HSCFFT, in particular, has so far been extremely limited, with only a handful of studies reported on FRP-wrapped HSC cylinders (Rousakis 2001; Berthet et al. 2005; Mandal et al. 2005; Almusallam 2007; Eid et al 2009; Wu et al. 2009; Cui and Sheikh 2010; Xiao et al. 2010; Ozbakkaloglu and…”