Behavior of Concentrically Loaded Fiber-Reinforced Polymer Reinforced Concrete Columns with Varying Reinforcement Types and Ratios
By Hany Tobbi, A. Farghaly, B. Benmokrane. 2014
195 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/32c9df54ad82e1b9088ffa87d21f3071501008dc
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Experimental Investigations on Circular Concrete Columns Reinforced with GFRP Bars and Helices under Different Loading Conditions (2016, background): “…effect of GFRP bars on the concentrically loaded Reinforced Concrete (RC) columns, a few experimental studies were conducted (Alsayed et al. 1999; De Luca 2009; De Luca et al. 2010; Tobbi et al. 2012; Pantelides et al. 2013; Afifi 2013; Afifi et al. 2014a,b; Mohamed et al. 2014; Tobbi et al. 2014).”
- Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, background): “[36-38] on a number of 350 x 350 mm concrete columns with GFRP bars and ties showed that (1) the GFRP bars could be used in compression members provided that there is”
- Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices (2016, background): “Despite having relatively greater tensile strength of FRP bars in comparison with steel bars, steel bars cannot be replaced with the same amount of FRP bars [10].”