Behavior of Brick Masonry Vaults Strengthened by FRP Laminates

By M. Valluzzi, Maurizio Valdemarca, Claudio Modena. 2001

230 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/586d589c8378d8d0e93b2dd62a0cce53497bbd8a

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation (2018, background): “Several studies [3]-[6], demonstrated the efficiency of this reinforcement technique, both in terms of the maximum load applied and of displacement at collapse.”
Experimental Behavior of FRP Strengthened Masonry Arches (2010, methodology): “For arches strengthened at the intrados, the critical feature is the occurrence of detachment of the reinforcing material (Valluzzi et al. 2001, Foraboschi 2004, Baratta and Corbi 2007, Briccoli Bati et al. 2007), although the detachment failure mode may be accompanied by hinge collapse mechanism.”
Strengthening of Masonry Arches with Fiber-Reinforced Polymer Strips (2004, methodology): “When failure is dictated by a mode other JOURNAL OF CO than a mechanism, however, the analysis calls for specific m ods ~Triantafillou 1998a, b; Valluzzi et al. 2001!.”
The use of fibre reinforced polymers to improve seismic resistance of masonry (2006, methodology): “There have been a few sets of monotonic tests on the effect of FRP reinforcement on such structures [43-49].”
Mortar-based systems for externally bonded strengthening of masonry (2014, background): “…and walls have demonstrated their effectiveness in increasing the load-carrying capacity and in upgrading the seismic strength (Triantafillou and Fardis, 1997; Valluzzi et al., 2001; Corradi et al., 2002; Ascione et al., 2005; Grande et al., 2011; Oliveira et al., 2011; Valluzzi et al., 2014).”
Round Robin Test for composite-to-brick shear bond characterization (2012, methodology): “perform both in the laboratory and in situ for quality control, and also provides the reference strength to be used in simplified models for design (Valluzzi et al. 2001).”