2006
DOI: 10.1007/s11029-006-0013-8
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Behavior of concrete cylinders confined by carbon-composite tapes and prestressed yarns 1. Experimental data

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Cited by 47 publications
(31 citation statements)
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“…Janke et al (2009) found that pre-stressed external confinement of concrete compression members improved the concretes residual capacity and was particularly effective in cyclic loading tests compared to the unstressed case. Tamuzs et al (2006) investigated the mechanical behaviour of concrete cylinders confined with carbon-fibre epoxy tapes with different thickness and pre-stress levels subject to monotonic compressive loading. They found a non-linear stress-strain behaviour with significant ductility and increases in ultimate strength.…”
Section: Review Of Current Retrofitting Techniquesmentioning
confidence: 99%
“…Janke et al (2009) found that pre-stressed external confinement of concrete compression members improved the concretes residual capacity and was particularly effective in cyclic loading tests compared to the unstressed case. Tamuzs et al (2006) investigated the mechanical behaviour of concrete cylinders confined with carbon-fibre epoxy tapes with different thickness and pre-stress levels subject to monotonic compressive loading. They found a non-linear stress-strain behaviour with significant ductility and increases in ultimate strength.…”
Section: Review Of Current Retrofitting Techniquesmentioning
confidence: 99%
“…www.zamm-journal.org r resin impregnated carbon sheet (carbon FRP) and resin impregnated carbon filament yarn, bonded with resin on the concrete surface of standard cylinders (passive confinement, Tamuzs et al [7]), r automated winding of pretensioned carbon filament yarn (resin impregnated, and bonded on the concrete surface)…”
Section: Evaluation Of the Predictive Performance Of The Proposed Modelmentioning
confidence: 99%
“…around rotating standard concrete cylinders (active confinement, Tamuzs et al [7]), r automated winding of pretensioned wound basalt filament yarn (resin impregnated, and bonded on the concrete surface) around rotating standard concrete cylinders (passive and active confinement, Cinina et al [8]), r mechanically pretensioned polypropylene rope without resin impregnation and no bond with the concrete surface of prismatic columns (active confinement, Rousakis and Tourtouras [16]). …”
Section: Evaluation Of the Predictive Performance Of The Proposed Modelmentioning
confidence: 99%
“…Mirmiran and Shahawy [22], Ilki and Kumbasar [23,24], , Shao et al [25], Lam et al [26], Tamuzs et al [27] and Ilki et al [30] tested 150 × 300 mm concrete cylinders confined with unidirectional FRP tubes or wraps under axial stresses. The specimens tested by Mirmiran and Shahawy [22] were confined by glass FRP tubes, and they tested only one of the specimens under cyclic loading.…”
Section: Outline Of Available Cyclic Testsmentioning
confidence: 99%
“…For prediction of the seismic performance of structural members externally confined with FRP sheets under seismic excitations, the knowledge on the stress-strain relationship of FRP confined concrete/reinforced concrete members under cyclic loads is essential. Although many researchers examined the behavior of FRP confined concrete under monotonic compression , very few studies are available on the behavior of FRP confined concrete under cyclic axial stresses [22][23][24][25][26][27][28][29][30][31][32][33]. Most of these cyclic tests are on small-size cylinders or prisms, except the specimens tested by Ilki and Kumbasar [24] and Ilki et al [31], which included medium-size specimens with circular and non-circular cross sections.…”
Section: Introductionmentioning
confidence: 99%