Behavior of normal and high-strength concrete cylinders confined with E-glass/epoxy composite laminates
By T. Almusallam. 2007
151 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/be5f31b91c714aceec3e269591b09cbf71e996b1
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “…extremely limited, with only a handful of studies reported on FRP-wrapped HSC cylinders (Rousakis 2001; Berthet et al. 2005; Mandal et al. 2005; Almusallam 2007; Eid et al 2009; Wu et al. 2009; Cui and Sheikh 2010; Xiao et al. 2010; Ozbakkaloglu and Akin 2011) and just one on FRP-wrapped HSC…”
- Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete (2013, background): “Influence of amount of confinement on FRP-wrapped HSC Figure 7.”
- Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, unknown): “, [19–27]), which have been complemented by a comprehensive experimental program that has been underway at the University of Adelaide on the behavior of FRP–HSC composite columns [28–38].”