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Bond between Carbon Fabric-Reinforced Cementitious Matrix and Masonry Substrate

Ombres, Luciano / Mancuso, Nicol / Mazzuca, Stefania / Verre, Salvatore

The bond between fabric reinforced cementitious matrix (FRCM) and masonry substrates is investigated in this paper. An experimental investigation was performed on eighteen clay brick specimens strengthened with a single layer of carbon FRCM (CFRCM). Direct shear tests (single lap) were conducted at an ambient temperature of 20°C varying the bond length of the CFRCM reinforcement [ $L_{b} = 150 (6)$ , 200 (8), 250 (10), and 300 (12) mm (in.)]. Experimental bond strength values, bond-slip law, and failure modes described and analyzed in this paper allow for evidencing of the bond performances of the CFRCM-masonry substrates. Finally, an analytical local bond-slip law was defined and used to compare theoretical predictions and experimental results.

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Bond between Carbon Fabric-Reinforced Cementitious Matrix and Masonry Substrate

Ombres, Luciano / Mancuso, Nicol / Mazzuca, Stefania / Verre, Salvatore

The bond between fabric reinforced cementitious matrix (FRCM) and masonry substrates is investigated in this paper. An experimental investigation was performed on eighteen clay brick specimens strengthened with a single layer of carbon FRCM (CFRCM). Direct shear tests (single lap) were conducted at an ambient temperature of 20°C varying the bond length of the CFRCM reinforcement [ $L_{b} = 150 (6)$ , 200 (8), 250 (10), and 300 (12) mm (in.)]. Experimental bond strength values, bond-slip law, and failure modes described and analyzed in this paper allow for evidencing of the bond performances of the CFRCM-masonry substrates. Finally, an analytical local bond-slip law was defined and used to compare theoretical predictions and experimental results.

Bond between Carbon Fabric-Reinforced Cementitious Matrix and Masonry Substrate

Ombres, Luciano / Mancuso, Nicol / Mazzuca, Stefania / Verre, Salvatore

The bond between fabric reinforced cementitious matrix (FRCM) and masonry substrates is investigated in this paper. An experimental investigation was performed on eighteen clay brick specimens strengthened with a single layer of carbon FRCM (CFRCM). Direct shear tests (single lap) were conducted at an ambient temperature of 20°C varying the bond length of the CFRCM reinforcement [ $L_{b} = 150 (6)$ , 200 (8), 250 (10), and 300 (12) mm (in.)]. Experimental bond strength values, bond-slip law, and failure modes described and analyzed in this paper allow for evidencing of the bond performances of the CFRCM-masonry substrates. Finally, an analytical local bond-slip law was defined and used to compare theoretical predictions and experimental results.

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Titel:

Bond between Carbon Fabric-Reinforced Cementitious Matrix and Masonry Substrate

Beteiligte:

Ombres, Luciano (Autor:in) / Mancuso, Nicol (Autor:in) / Mazzuca, Stefania (Autor:in) / Verre, Salvatore (Autor:in)

Erschienen in:

Journal of Materials in Civil Engineering ; 31

Erscheinungsdatum:

09.11.2018

ISSN:

0899-1561 , 1943-5533

DOI:

https://doi.org/10.1061/(ASCE)MT.1943-5533.0002561

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Unbekannt

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