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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Sacco, Elio
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (16/16 displayed)
- 2021Influence of different set-up parameters on the bond behavior of FRCM compositescitations
- 2021Influence of different set-up parameters on the bond behavior of FRCM compositescitations
- 2015Micromechanical analysis of porous SMAcitations
- 2012Round Robin Test for composite-to-brick shear bond characterizationcitations
- 2012A nonlinear plate finite element formulation for shape memory alloy applicationscitations
- 2012Round robin test for composite-to-brick shear bond characterizationcitations
- 2011Bond behaviour of CFRP laminates glued on clay bricks: experimental and numerical studycitations
- 2010Experimental tests and numerical modeling of reinforced masonry arches
- 2010A three-dimensional SMA constitutive model in the framework of finite strainscitations
- 2007Analysis of SMA Composite Laminates using Multiscale Modelling Techniquecitations
- 2006A cohesive damage-friction interface model accounting for water pressure on crack propagationcitations
- 2006Micromechanical analysis of interfacial debonding in unidirectional fiber-reinforced compositescitations
- 2006Computational Modeling of FRP Reinforced Cementitious Beamscitations
- 2005Micromechanics and homogenization of SMA-wire reinforced materialscitations
- 2003Modeling of fiber reinforced SMA composites
- 2003Numerical techniques for the analysis of crack propagation in cohesive materialscitations
Places of action
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article
Influence of different set-up parameters on the bond behavior of FRCM composites
Abstract
<p>Fabric Reinforced Cementitious Matrix (FRCM) composites represent an innovative and effective retrofitting solution for masonry structures. The use of FRCMs as an external retrofitting technique requires an insight knowledge of their mechanical behavior, failure modes and masonry-to-FRCM bond properties. A Round Robin Test (RRT) programme was launched by twelve Italian Universities, aimed at evaluating the effect of the shear test set-up parameters and at assessing the test variability. The experimental tests were performed on systems made of glass and steel fibers/cords applied onto masonry substrates. The results were carefully analyzed discussing failure modes, bond capacity, and slip statistical dispersion. Differences in the set-up, including the clamping method, textile impregnation, and instrumentation used for measuring the slip during the tests, were discussed in detail providing useful considerations and suggestions for reducing experimental scattering and obtaining reliable results.</p>