Strength Models for Fiber-Reinforced Plastic-Confined Concrete
By L. Lam, Jin-Guang Teng. 2002
365 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ccd98c5eee5bf5ed94763dda87c43020970ef903
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model (2013, methodology): “Lam and Teng [3] then defined a term called the actual confining pressure (flu,a) (Eq.”
- Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, background): “Most of these studies investigated the behavior of columns under concentric loads (Kumutha et al. 2007; Wang and Wu 2008; Lam and Teng 2002; Teng and Lam 2004; Rousakis et al. 2007), whereas only a few studies presented investigations of columns under eccentric loads.”
- Influence of edge sharpness on the strength of square concrete columns confined with FRP composite laminates (2007, background): “Lam and Teng [ 14 ] proposed a new stress– strain model for FRP-confined concrete with explicit recognition of the different ultimate strain values for concrete confined by different types of FRP materials.”