Stress-strain model for concrete confined by FRP composites
By Marwan Youssef, Maria Qing Feng, A. Mosallam. 2007
482 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/6f705e513a110cd80ec044c3416ee9369506075d
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Refinement of a Design-Oriented Stress–Strain Model for FRP-Confined Concrete (2009, background): “These models can be classified into two main categories (Teng and Lam 2004): design-oriented models (e.g. Fardis and Khalili 1982; Karbhari and Gao 1997; Samaan et al. 1998; Miyauchi et al. 1999; Saafi et al. 1999; Toutanji 1999; Lillistone and Jolly 2000; Xiao and Wu 2000, 2003; Lam and Teng 2003; ”
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, methodology): “N ap ol i [1 27 ] N /A N /A N /A f 0 cc f 0 co 1⁄4 1 þ 3 49 f lu ;a f 0 co 0: 6”