2010
DOI: 10.1061/(asce)cc.1943-5614.0000113
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FRP Confinement of Tuff and Clay Brick Columns: Experimental Study and Assessment of Analytical Models

Abstract: In recent years, fiber-reinforced polymer (FRP) wrapping effectiveness has been clearly confirmed especially with reference to concrete structures. Despite evident advantages of FRP based confinement on members subjected to compressive overloads due to static or seismic actions, the use of such technique in the field of masonry has not been fully explored. Thus, to assess the potential of confinement of masonry columns, the present paper shows the results of an experimental program dealing with 18 square cross… Show more

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Cited by 101 publications
(43 citation statements)
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“…Compression tests on scaled, [24], or full-scale, [25], columns were carried out in order to investigate on the effectiveness of FRP confinement strengthening solution.…”
Section: A C C E P T E D Accepted Manuscriptmentioning
confidence: 99%
“…Compression tests on scaled, [24], or full-scale, [25], columns were carried out in order to investigate on the effectiveness of FRP confinement strengthening solution.…”
Section: A C C E P T E D Accepted Manuscriptmentioning
confidence: 99%
“…The density and thickness of fibers are equal to 900 g/m 2 and 0.23 mm/ply respectively. In Di Ludovico et al [34] eighteen passive confinement tests were performed on scaled and not scaled down masonry columns. Only the experimental results on clay brick masonry (Tab.…”
Section: Resultsmentioning
confidence: 99%
“…and(18) for the experimental program,[33].ID specimen b [mm] d [mm] h [mm] Type of fiber [-] nl [-] teq [mm] fmc [MPa] fm0 [MPa] fmc/fmc0 [-] Effective confining stress calculated according to Eqns (13). and(18) for the experimental program,[34].Table 10.B: Effective confining stress calculated according to Eqn (13). and(18) for the experimental program,[37].…”
mentioning
confidence: 99%
“…Based on obtained results, they proposed a calibration of some design expressions for obtaining the strength of confined masonry columns. Di Ludovico et al [4] presented the results of an experimental investigation on the compressive behavior of tuff or clay brick masonry columns confined with carbon or glass FRP and proposed new expressions for evaluating the strength enhancement in these members. Faella et al [5] tested 54 natural stone and artificial brick masonry columns under uniaxial compression and investigated the effects of three different kinds of composite systems applied for confinement.…”
Section: Introductionmentioning
confidence: 99%