Behavior of Axially Loaded Concrete-Filled Circular Fiber-Reinforced Polymer Tubes
By A. Fam, S. Rizkalla. 2001
250 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/110eb015e4efdcda1e40d032d6caca01e49c7dff
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Flexural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Members (2006, methodology): “The replacement of the steel tubes in a DSTC by FRP tubes has recently been explored by Fam and Rizkalla 2001 .”
- Axial Compressive Behavior of Circular High-Strength Concrete-Filled FRP Tubes (2014, background): “Furthermore, the majority of the studies on the axial compressive behavior of CFFTs have been concerned with specimens manufactured with glass FRP (GFRP) tubes (Mirmiran et al. 1998; Fam and Rizkalla 2001; Mohamed and Masmoudi 2010; Park et al. 2011) with a limited number of studies reported on carb”
- Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “One such application, which has received much recent attention (e.g. Mirmiran et al. 1998; Seible et al. 1999; Fam and Rizkalla 2001, 2002; Fam et al. 2005; Shao and Mirmiran 2005; Ozbakkaloglu and Saatcioglu 2006, 2007; Zaghi et al. 2012), involves the use of concrete-filled FRP tubes (CFFTs) as…”