Stress–strain model for FRP-confined concrete under cyclic axial compression
By L. Lam, Jin-Guang Teng. 2009
291 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/29e06b3f1e9b296c14fd6725190a33c1940af974
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, unknown): “[1 29 ] Sa m e as La m an d Te n g [1 2] II Ib Y es f 0 cc 1⁄4 f 0 co þ 3 5E l 1 6 5 f 0 co E l e h ;r up”
- Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression (2012, methodology): “This observation has also been obtained and verified by others for FRP-confined plain concrete cylinders [21–23].”
- CFRP-Confined Square RC Columns. I: Experimental Investigation (2012, background): “The little amount of research that has focused on cyclic axial stress-strain behavior has been on FRP-confined small unreinforced cylinders (e.g., Shao et al. 2006; Lam et al. 2006; Ilki et al. 2008; Lam and Teng 2009) and prisms (Abbasnia and Ziaadiny 2010).”