2013
DOI: 10.1061/(asce)cc.1943-5614.0000388
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Seismic Behavior of High-Strength Concrete-Filled FRP Tube Columns

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Cited by 105 publications
(48 citation statements)
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“…The use of fiber reinforced polymer (FRP) composites as a confinement material for concrete has received a great deal of attention over the past two decades [1] and it has been demonstrated that FRP-confined concrete columns develop highly ductile behavior under simulated seismic loading [2][3][4][5]. The key requirement for the accurate prediction of the ultimate axial stress and strain of FRP-confined concrete is the accurate prediction of the hoop rupture strain developed by the confining FRP jacket.…”
Section: Introductionmentioning
confidence: 99%
“…The use of fiber reinforced polymer (FRP) composites as a confinement material for concrete has received a great deal of attention over the past two decades [1] and it has been demonstrated that FRP-confined concrete columns develop highly ductile behavior under simulated seismic loading [2][3][4][5]. The key requirement for the accurate prediction of the ultimate axial stress and strain of FRP-confined concrete is the accurate prediction of the hoop rupture strain developed by the confining FRP jacket.…”
Section: Introductionmentioning
confidence: 99%
“…Circular CFFT columns subjected to flexural, eccentric or seismic loading have been excluded from the database. Hence, the columns in Mirmiran et al (1998c), Fam and Rizkalla (2001a), Fam et al (2005), Ozbakkaloglu and Saatcioglu (2006), Idris and Ozbakkaloglu (2013), and Ozbakkaloglu (2013a) have been omitted.…”
Section: Selection Criteria Of the Cfft Databasementioning
confidence: 99%
“…It also serves as a formwork and prevents ingress of harmful chlorides and salts, and hence slows down the deterioration in the strength and ductility of concrete columns (Lillistone and Jolly 2000). The influence of different aspects of circular CFFT columns including tube thickness, diameter of the tube, tube height to diameter ratio, unconfined concrete strength, cross sectional shape, orientation of fibres, fibre type, tube manufacturing method, specimen end condition and loading (Axial, flexural and seismic) conditions on the strength and strain enhancement ratios of CFFT columns were investigated by Jolly (1997, 2000), Mastrapa (1997), Jolly and Lillistone (1998a, b), Samaan et al (1998), Matthys et al (1999), Saafi et al (1999), Tegola and Manni (1999), Rizkalla (2001a, b, 2002), Harries and Carey (2002), Hong and Kim (2004), Cole and Fam (2006), Ozbakkaloglu and Saatcioglu (2006), Li and Ou (2007), Mohamed and Masmoudi (2008a, b), Ozbakkaloglu and Oehlers (2008a), Park et al (2011), Ozbakkaloglu (2013a, Ozbakkaloglu and Vincent (2013), Idris and Ozbakkaloglu (2013), Vincent and Ozbakkaloglu (2013a, b), Hadi et al (2015Hadi et al ( , 2016.…”
Section: Introductionmentioning
confidence: 99%
“…The majority of early experimental studies focused on FRP-wrapped concrete columns (e.g., [12,13]), with fewer studies reported on concrete-filled FRP tubes (CFFTs). Initial experimental studies on CFFTs (e.g., [14,15]) along with more recent extensive studies on the axial compressive (e.g., [5,[16][17][18][19][20]) and seismic behavior of CFFT columns (e.g., [21][22][23][24][25][26]) have demonstrated the ability of CFFTs to develop very high inelastic deformation capacities, making them an attractive option for construction of new highperformance columns.…”
Section: Introductionmentioning
confidence: 99%