Behavior of FRP-Confined Normal- and High-Strength Concrete under Cyclic Axial Compression

By Togay Ozbakkaloglu, E. Akın. 2012

299 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e1fecee3395e6b5d9789dee515531f8a19dca3be

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Togay Ozbakkaloglu
2. J. Lim
3. T. Vincent
4. T. Xie
5. J. Ho
6. B. A. L. Fanggi
7. Albert K. H. Kwan
8. C. Dong

In Civil and Structural Engineering

1. Togay Ozbakkaloglu
2. J. Lim
3. T. Vincent
4. T. Xie
5. J. Ho
6. B. A. L. Fanggi
7. Albert K. H. Kwan
8. C. Dong

Citations in the corpus

• Hoop strains in FRP-confined concrete columns: experimental observations (2015, background): “In the context of the discussion presented in this paper, the non-homogeneity of concrete is classified as a partial material dependent factor influencing efficiency of FRP jackets, as the crack formation of concrete is random in nature, whereas the pattern of the cracks changes with concrete streng”
• Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete (2013, background): “61 * indicates datasets that were included in a previous publication (Ozbakkaloglu and Akin [17]).”
• FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, result): “These observations are supported by the results of the recently conducted tests on FRP-confined HSC by the first author’s research group at the University of Adelaide [65].”
• Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model (2013, background): “material (εf or εfrp), in addition to the confinement ratio (flu,a / f'co), as was pointed out in a number of previous studies [3, 18, 37, 39].”
• Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “It has been discussed previously in a number of studies (e.g., Pessiki et al. 2001; Ilki and Kumbasar 2003; Lam and Teng 2003, 2004; Ozbakkaloglu and Akin 2011) that the ultimate hoop strain εh,rup reached in the FRP jacket is often smaller than the ultimate tensile strain of the fibers εfu, which…”