Physical Properties of Glass Fiber Reinforced Polymer Rebars in Compression
By D. Deitz, I. Harik, H. Gesund. 2003
144 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/666e9c5179898ef51104cd5a26bd46d33226cc4a
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, background): “[31] (50%), but was higher than that stated by Kobayashi and Fujisaki [32] (30% to 40%) for GFRP bars.”
- Reinforced Concrete with FRP Bars: Mechanics and Design (2014, background): “Similar results were reported for GFRP bars by Deitz, Hark, and Gesund [29], who indicated that the compressive to tensile strength and modular ratios were approximately 50% and 100%, respectively.”
- Experimental Investigations on Circular Concrete Columns Reinforced with GFRP Bars and Helices under Different Loading Conditions (2016, background): “Based on the experimental study of Deitz et al. (2003), it can be assumed that the compressive and tensile moduli of elasticity of GFRP bars is approximately equal.”