Behavior and Modeling of Concrete Confined with FRP Composites of Large Deformability
By Jian-Guo Dai, Yu Bai, Jin-Guang Teng. 2011
343 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/41cbaebbc10afa0db2be7d78dd346e759fd24394
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, neutral): “, [5–12]) and concrete-filled FRP tubes (CFFTs) (e.”
- Hoop strains in FRP-confined concrete columns: experimental observations (2015, neutral): “[48].”
- Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “As an important application of FRP composites, confinement of existing reinforced concrete columns with FRP jackets have been investigated extensively (e.g, Rochette and Labossiere 2000; Xiao and Wu 2000; Pessiki et al. 2001; Chaallal et al. 2003; De Lorenzis and Tepfers 2003; Lam and Teng 2004; Had”
- Current Sustainable Trends of Using Waste Materials in Concrete—A Decade Review (2020, background): “[57] investigated the behavior of concrete confined by fiber-reinforced polymer (FRP) jackets formed with polyethylene naphthalate (PEN) and PET fibers derived from post-consumer bottles.”
- Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model (2013, background): “[40], is discussed further later in the paper.”