FRP Retrofit of Low and Medium Strength Circular and Rectangular Reinforced Concrete Columns
By A. Ilki, O. Peker, E. Karamuk, C. Demir, N. Kumbasar. 2008
353 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/6bfe60e60f574a8037bca624f940e91180364252
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “As an important application of FRP composites, confinement of existing reinforced concrete columns with FRP jackets have been investigated extensively (e.g, Rochette and Labossiere 2000; Xiao and Wu 2000; Pessiki et al. 2001; Chaallal et al. 2003; De Lorenzis and Tepfers 2003; Lam and Teng 2004; Had”
- Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, neutral): “, [5–12]) and concrete-filled FRP tubes (CFFTs) (e.”
- CFRP-Confined Square RC Columns. I: Experimental Investigation (2012, background): “the FRP wraps and the internal hoop reinforcement (Harajli 2006; Ilki et al. 2008; Pellegrino and Modena 2010).”