Low strength concrete members externally confined with FRP sheets
By A. Ilki, N. Kumbasar, V. Koç. 2004
168 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9fc80152a735bf3e34dc275259689b439348bd5f
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- General Stress-Strain Model for Steel- and FRP-Confined Concrete (2015, background): “These phenomena correctly reflect the actual responses of FRP-confined concrete (Aire et al. 2010; Benzaid et al. 2009; Berthet et al. 2005; Cui and Sheikh 2010; Ilki et al. 2004; Jiang and Teng 2007; Micelli and Modarelli 2013; Ozbakkaloglu and Lim 2013; Shahawy et al. 2000; Vincent and Ozbakkalogl”
- Application of polymer composites in civil construction : A general review (2008, unknown): “[153] Ilki A, Kumbasar N, Koc V.”
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, unknown): “[53] Richard and Abbott [44] (Eq.”
- Hoop strains in FRP-confined concrete columns: experimental observations (2015, methodology): “[27, 43–45] ), in the present study fiber strain reduction factor (ke,f) was defined through the incorporation of FRP-to-fiber strain ratio (ke3) into the strain reduction factor expression: ke;f 1⁄4 ke1:ke2:ke3 1⁄4 eh;ave eh;max : eh;max efrp : efrp ef 1⁄4 eh;ave ef ð2Þ”