ULTIMATE CONDITION OF FIBER REINFORCED POLYMER-CONFINED CONCRETE
By L. Lam, Jin-Guang Teng. 2004
515 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/7b60e9e1867ec2de1f23edb0acdd33921879e39f
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- FRP-confined circular concrete-filled thin steel tubes under axial compression (2011, background): “908 for GFRP-confined concrete found by Lam and Teng (2004) from their tests, whereas the average kε2 value is higher than the average value of 0.”
- FRP-confined concrete members: Axial compression experiments and plasticity modelling (2007, background): “Several studies have shown the effect of the curvature of the jacket, the crack pattern of concrete as well as the anchoring overlap configuration to the rapture strain of FRP jacket [24, 25].”
- 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”