FLAX-TRM for the In-Plane Shear Strengthening of Masonry

Abstract

The present study investigates the use of Flax Textile-Reinforced Mortars (FTRM) as a strengthening and seismic retrofitting solution for unreinforced masonry. The FTRM system comprised flax textiles embedded in lime-based mortar and was externally bonded to the surface of four medium-scale masonry walls on both sides, in strengthening configurations including one and two FTRM layers. One bare wall and one wall strengthened only with lime-based mortar were additionally examined as reference samples. All specimens were tested in in-plane shear under quasi-static cyclic loading conditions, while axial load equal to 10% of the masonry compressive strength was constantly applied throughout the test. The effectiveness of the developed FTRM system is assessed in terms of strength, deformability, energy dissipation and failure modes. The obtained results highlight the promising potential of this system as an in-plane strengthening solution for masonry, with FTRM-retrofitted specimens able to promote strain redistribution and ensure the structural integrity. Two-layer configurations were evidenced to sustain up to 118% higher load capacity, improved ductility, and provided significant energy dissipation capacity.

Design of Strain-Hardening Natural TRM Composites: Current Challenges and Future Research Paths

“…Overall, the experimental data show that such systems can potentially increase the bearing capacity and ductility of masonry elements under in-plane shear and eccentric axial loading and may also prevent brittle failure. The results obtained in certain studies [ 72 , 77 ], however, imply that the effectiveness of TRMs comprising untreated textiles can be hindered by slippage and/or delayed activation of the fiber reinforcement. The bonding of natural TRMs on masonry substrates has been found to be greatly influenced by the textile architecture and configuration [ 78 ].…”