BEHAVIOR AND MODELING OF FIBER REINFORCED POLYMER-CONFINED CONCRETE
By Jin-Guang Teng, L. Lam. 2004
348 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4bc121ab602da45b5687d5239a5115bfcfb6a9a6
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In Building and Construction
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Citations in the corpus
- Flexural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Members (2006, result): “…FRP confinement; and/or 2 the concrete in the B-E-32 specimens had a lower unconfined strength 26.1 MPa Table 1 , which made the effect of FRP confinement more significant in terms of strength increases relative to the unconfined strength, as has been shown by existing research Teng and Lam 2004 .”
- Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps (2011, background): “MODELLING FRP CONFINEMENT OF FIRE DAMAGED CONCRETE A large number of empirically-derived models for predicting the effects of FRP confinement on the axial compressive stress-strain response of concrete under ambient temperature conditions are available in the literature [2, 24].”
- Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, background): “Effect of jacket stiffness on stress-strain path (based on Teng and Lam 2004) (Bazant 1999).”
- Analysis-oriented stress–strain models for FRP–confined concrete (2007, methodology): “However, as some of its parameters are not clearly defined (Teng and Lam 2004), this model was not included in the assessment undertaken by Teng and Lam (2004) and is also not included in the present comparisons.”
- An experimental investigation of crumb rubber concrete confined by fibre reinforced polymer tubes (2014, background): “Such rupturing is typically attributed to the following reasons: (1) the tube curvature, non-uniform expansion of the core and the overlapping areas of the fabric [32,37], (2) the confinement pressure acting on the internal surface of the jacket as well as axial stress in the jacket, causes a tensio”
- Axial Loading Behavior of CFRP Strengthened Concrete-Filled Steel Tubular Stub Columns (2007, background): “Detailed review of existing work on FRP-confined concrete can be found in Teng et al. (2002) and Teng and Lam (2004).”
- 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.”