Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular Tubes
By A. Fam, S. Rizkalla. 2002
259 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/49cc980591b02c5e4ddd77005915fc2c8176caca
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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, unknown): “Previous experimental work by other researchers on concrete-filled FRP tubes has shown that the effect of confinement on concrete is less significant for beams than for columns Fam and Rizkalla 2002; Mirmiran et al. 1999 .”
- Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads (2004, background): “Fam and Rizkalla (2002) reported a 50 percent increase in the flexural strength by filling a hollow steel tube with concrete.”
- 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…”