Textile Reinforced Mortar (TRM) composites are increasingly employed for the repair and strengthening of masonry structures due to their material compatibility, reversibility, fire resistance, and low environmental impact. Recently, plant-based fibers such as flax, hemp, sisal, and jute have gained attention, promoting the development of Natural Textile Reinforced Mortar (NTRM) systems as sustainable strengthening solutions. Nevertheless, their mechanical behavior is not yet fully understood, as it is influenced by fiber characteristics, textile architecture, and bond mechanisms with the masonry substrate. This study presents the first results of an experimental investigation on flax-based NTRM systems for masonry strengthening. Mechanical behavior was assessed through direct tensile tests on dry textiles and composite specimens, while bond performance was evaluated using single-lap shear tests on strengthened masonry blocks. The experimental results provide useful indications of the structural suitability of these systems, also through comparison with conventional basalt fiber-based composites.

Bond Behavior of Masonry Strengthened with Natural Textile-Reinforced Mortar Systems

Maria Milena Della Vecchia
Membro del Collaboration Group
;
Marco Dello Iaco
Membro del Collaboration Group
;
Elena Giliberti
Membro del Collaboration Group
;
Annalisa Napoli
Membro del Collaboration Group
;
Roberto Realfonzo
Membro del Collaboration Group
2026

Abstract

Textile Reinforced Mortar (TRM) composites are increasingly employed for the repair and strengthening of masonry structures due to their material compatibility, reversibility, fire resistance, and low environmental impact. Recently, plant-based fibers such as flax, hemp, sisal, and jute have gained attention, promoting the development of Natural Textile Reinforced Mortar (NTRM) systems as sustainable strengthening solutions. Nevertheless, their mechanical behavior is not yet fully understood, as it is influenced by fiber characteristics, textile architecture, and bond mechanisms with the masonry substrate. This study presents the first results of an experimental investigation on flax-based NTRM systems for masonry strengthening. Mechanical behavior was assessed through direct tensile tests on dry textiles and composite specimens, while bond performance was evaluated using single-lap shear tests on strengthened masonry blocks. The experimental results provide useful indications of the structural suitability of these systems, also through comparison with conventional basalt fiber-based composites.
2026
978-88-903647-1-6
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11386/4964755
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