2014
DOI: 10.1016/j.conbuildmat.2014.04.041
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Failure mechanism of compressed short brick masonry columns confined with FRP strips

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Cited by 46 publications
(22 citation statements)
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“…The [NAKI I] project included extensive experimental research into the strengthening of masonry, stone, brick and mixed masonry pillars, walls and barrel vaults with composites based on high-strength, mainly carbon and glass, fibres and epoxy adhesives or polymer-modified cement mixes [7][8][9][10][11][12][13].…”
Section: Vault Failure Mechanismsmentioning
confidence: 99%
“…The [NAKI I] project included extensive experimental research into the strengthening of masonry, stone, brick and mixed masonry pillars, walls and barrel vaults with composites based on high-strength, mainly carbon and glass, fibres and epoxy adhesives or polymer-modified cement mixes [7][8][9][10][11][12][13].…”
Section: Vault Failure Mechanismsmentioning
confidence: 99%
“…In this work, TRC jackets were applied in the form of: (i) 'frame bands' (forming a Π at the perimeter of the wall leaving an un-strengthened core) and (ii) bands as in (i) [30] bis [39]. Es gibt weiterhin einige Arbeiten, die die Effektivität von TRM-Bewehrung bei einer Belastung senkrecht zur Wandebene überprüfen [18], [40], [41] bis [44].…”
Section: In-plane Shear Loadingunclassified
“…A recent research by Sandoval et al [28], [29] has analyzed the response of eccentrically loaded walls with the aim to provide improved empirical equations for the assessment of their ultimate capacity. In turn, most of the research contributions on the out-ofplane response of strengthened masonry have focused on the experimental characterization and analysis of walls reinforced with FRP strips normally glued with epoxy resin to the masonry substrate [30] to [39]. There are some works specifically oriented to evaluate the effectiveness of the TRM reinforcement against out-of-plane loading conditions [18], [40], [41] to [44].…”
Section: Strengthening Of Masonry Against Buckling 31 Introductionmentioning
confidence: 99%
“…Strengthening masonry structures with externally bonded FRP is a consolidated technique that has focused the research of several authors in the last years. Effectiveness of FRP has been analysed for different masonry structures (pillars [1,2], walls [3,4] or vaults [5,6]), different types of FRP and different loading conditions: compression [7], static shear [8], cyclic shear [9], static bending [10] or cyclic bending [11].…”
Section: Introductionmentioning
confidence: 99%