Refinement of a Design-Oriented Stress–Strain Model for FRP-Confined Concrete
By Jin-Guang Teng, T. Jiang, L. Lam, Yaozhi Luo. 2009
579 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/c6575902556c5f3725e6a5a40e02b4acea0bc30c
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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, methodology): “5b [8,10,12,16,27,41,46–48,52,54–58].”
- Behavior and Modeling of Concrete Confined with FRP Composites of Large Deformability (2011, unknown): “Similar to those of conventional FRP-confined concrete with a sufficient level of FRP confinement (Teng et al. 2009), the stress-strain curves of LRS FRP-confined concrete from the present tests also exhibit a monotonically ascending bilinear shapewith rapid softening in a transition zone around the”
- Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete (2013, unknown): “[35] Same as Jiang and Teng [32] 45 .”