Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model
By Togay Ozbakkaloglu, J. Lim. 2013
377 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4250fc9177e18d31a3dcbdf2b962aa2111bf1647
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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, methodology): “However, the attention of the majority of the previous studies focused on the influences relating to specimen fabrication and testing, and the material dependent influences, such as the strength of concrete and the type of FRP material, have been brought to attention by only a few recent studies [9,”
- Axial compressive behavior of seawater coral aggregate concrete-filled FRP tubes (2017, background): “However, a considerable amount of experimental research has been conducted on the performance of CFFTs under compression in recent years, and various aspects of this composite system have been systematically investigated [24].”
- Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices (2016, background): “(13) as proposed in Ozbakkaloglu and Lim [44].”
- Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “A similar observation was reported in a number of recent studies, where the differences in strains were explained by the cracking behavior of the concrete and it was shown how the increased brittleness of concrete resulted in lower MLVDT/FLVDT ratios [1,37].”