2017
DOI: 10.1016/j.compositesb.2017.01.043
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Axial compressive behavior of grouted concrete block masonry columns confined by CFRP jackets

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Cited by 25 publications
(3 citation statements)
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“…Currently the majority of published experimental works on FRCM strengthening of masonry columns focuses on square/rectangular columns [1][2][3][4][5][6][7][8] . Although less common, testing of circular columns can provide useful data on the effect of pure confinement.…”
Section: Introductionmentioning
confidence: 99%
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“…Currently the majority of published experimental works on FRCM strengthening of masonry columns focuses on square/rectangular columns [1][2][3][4][5][6][7][8] . Although less common, testing of circular columns can provide useful data on the effect of pure confinement.…”
Section: Introductionmentioning
confidence: 99%
“…Although less common, testing of circular columns can provide useful data on the effect of pure confinement. Moreover, the effect of the number of reinforcing layers on the stress-strain response of FRCM-confined columns is investigated only by few studies [8] as the most of experimental works consider only specimens reinforced with one or two grid plies [1][2][3][4][5][6][7] .…”
Section: Introductionmentioning
confidence: 99%
“…Mechanical performance of FRP is out of doubt, reaching load-bearing capacity increments over 70% for pillars thanks to FRP confinement [12], around 100% in bending thanks to tensile contribution of FRP [13], over 22% against shear efforts [14] and over 100 times in the case of arches [15].…”
Section: Introductionmentioning
confidence: 99%