Behavior of square and rectangular ultra high-strength concrete-filled FRP tubes under axial compression
By Togay Ozbakkaloglu. 2013
160 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/bcfe515219eed92131330aa3fcb5e9d49441aaf5
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- High-performance fiber-reinforced concrete: a review (2016, background): “Mater 63:11–24 [18] Ozbakkaloglu T (2013) Behavior of square and rectangular”
- 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”
- Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “Previous research has established that sufficiently confined concrete exhibits a monotonically ascending curve, which consists of a parabolic first ascending portion and a nearly linear second branch [3,29,32,63].”