Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes
By Togay Ozbakkaloglu. 2013
147 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a5299c85e5c34b8113e83106dcbf6ec346d3c090
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Hoop strains in FRP-confined concrete columns: experimental observations (2015, background): “The reduction in FRP rupture strain with an increase in concrete strength can be explained by the increase in concrete brittleness, which alters the concrete crack patterns from heterogenic microcracks in normal-strength concrete (NSC) to localized macrocracks in high-strength concrete (HSC) [46, 47”
- Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete (2013, background): “The potential benefits of confining HSC or UHSC with FRP have been examined by only a handful of studies which reported on FRP-wrapped HSC [9, 14, 15, 17-22] and only two on FRP tube-encased HSC [16, 23].”
- Axial Compressive Behavior of Circular High-Strength Concrete-Filled FRP Tubes (2014, background): “imens, and it is in agreement with Ozbakkaloglu and Akin (2012),”