Round Robin Test for composite-to-brick shear bond characterization

By M. Valluzzi, Daniel V. Oliveira, Angelo Caratelli, G. Castori, M. Corradi, G. de Felice, E. Garbin, D. Garcia, L. Garmendia, E. Grande and 15 more. 2012

213 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/8cb1a19589b34e373f7420605639da41cfa8ccaa

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures (2014, result): “Similar series of tests were performed on FRP reinforced specimens by other authors to evaluate the capabilities of the strengthening system, including (1) push–pull tests on double lap reinforcements applied to a single brick [15,19], (2) a series of tensile tests on the reinforcement applied to a ”
Mortar-based systems for externally bonded strengthening of masonry (2014, methodology): “This broad category includes Steel Reinforced Grouts (SRG, unidirectional steel cords embedded in a cement or lime grout) and FabricReinforced Cementitious Matrix (FRCM) composites (a sequence of one or more layers of cement-based matrix reinforced with dry fibres in the form of open single or multi”
Mechanical properties and debonding strength of Fabric Reinforced Cementitious Matrix (FRCM) systems for masonry strengthening (2015, background): “A recent wide experimental campaign on masonry, detailed in [24], demonstrated that this testing set up is easy, economic and reliable.”