FRP-Confined Concrete Model
By M. Spoelstra, Giorgio Monti. 2001
719 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/73c29f11d16c811ffb371c6a784ac91e214f99ae
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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, background): “1999 Spoelstra and Monti [11] ‘approximate’ N/A N/A N/A f 0 cc 1⁄4 f 0 co 0:2þ 3 flu f 0 co 0:5 " # ecu 1⁄4 eco 2þ 1:25 Ec f 0 co flu f 0 co 0:5”
- Monotonic axial behavior and modelling of RC circular columns confined with CFRP (2010, methodology): “In the model proposed by Spoelstra and Monti [32] the stress–strain curve is based on Popovic’s expressions [41].”
- FIBER REINFORCED POLYMER CONFINED CIRCULAR CONCRETE COLUMNS: INVESTIGATION OF SIZE AND SLENDERNESS EFFECTS (2004, background): “330 / JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / JULY/A Spoelstra and Monti (1999)”
- Refinement of a Design-Oriented Stress–Strain Model for FRP-Confined Concrete (2009, methodology): “2007) and analysis-oriented models (e.g. Mirmiran and Shahawy 1997; Spoelstra and Monti 1999; Fam and Rizkalla 2001; Chun and Park 2002; Harries and Kharel 2002; Marques et al. 2004; Binici 2005; Teng et al. 2007a; Jiang and Teng 2007).”
- Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02) (2005, methodology): “This equation has been shown to be applicable to FRP-confined concrete (Spoelstra and Monti 1999).”