Concrete-Filled Square and Rectangular FRP Tubes under Axial Compression
By Togay Ozbakkaloglu, D. Oehlers. 2008
139 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/f7c6db592ad6df09d44377801080a8927151d152
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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, result): “A number of factors contributing to lower efficiency in FRP jackets have been identified in previous studies [3, 5, 6, 8, 10–20], which include: (i) the differences between FRP jackets and flat coupons as a result of differences in fabrication processes and in situ forms; (ii) the differences in met”
- Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, methodology): “This observation is not in agreement with those can be drawn from the previous studies reported on FRP-confined NSC (Lam and Teng 2003, Ozbakkaloglu and Oehlers 2008a; Wu and Wei 2010) where the influence of the aspect ratio on the slope of the second portion of the stress-strain relationship was…”