A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Mechanical Characterisation of Flax and Jute Textile-Reinforced Mortars
https://orcid.org/0000-0001-6672-7665
https://orcid.org/0000-0003-2551-2187
Highlights Flax-TRM exhibit strength and elongation capacity suitable for strengthening applications. The critical mechanical reinforcement ratio for NTRM systems is 3%. Multi-layer NTRM exhibit higher ductility, albeit at similar exploitation ratios. Low linear density, twisted yarns can ensure good composite performance.
Abstract Natural fibre textiles embedded in inorganic matrices (NTRM) could offer a strengthening solution for unreinforced masonry structures that satisfies both performance and sustainability requirements. However, the limited understanding of their mechanical characteristics hinders their use. This paper investigates the mechanical performance of flax and jute lime-based composites under direct tension and assesses the mechanical contribution of the NTRM constituents through a multi-scale experimental study. Key design parameters for strengthening applications, such as textile geometry, number of TRM layers and TRM overlay thickness are examined in detail. The results show that textile geometry and reinforcement ratio significantly affect the composite performance. When mechanical reinforcement ratios greater than 3% are provided, flax textiles with smaller diameter and twisted yarns, arranged in denser meshes, ensure good composite action. Overall, flax-TRM composites resulted in a ductile behaviour and developed the highest strength (80–200 MPa) and elongation capacity (4–8%), making them a promising retrofitting solution for masonry, where the use of strengthening systems with moderate stiffness and compatibility with the substrate is of primary concern.
Mechanical Characterisation of Flax and Jute Textile-Reinforced Mortars
https://orcid.org/0000-0001-6672-7665
https://orcid.org/0000-0003-2551-2187
Highlights Flax-TRM exhibit strength and elongation capacity suitable for strengthening applications. The critical mechanical reinforcement ratio for NTRM systems is 3%. Multi-layer NTRM exhibit higher ductility, albeit at similar exploitation ratios. Low linear density, twisted yarns can ensure good composite performance.
Abstract Natural fibre textiles embedded in inorganic matrices (NTRM) could offer a strengthening solution for unreinforced masonry structures that satisfies both performance and sustainability requirements. However, the limited understanding of their mechanical characteristics hinders their use. This paper investigates the mechanical performance of flax and jute lime-based composites under direct tension and assesses the mechanical contribution of the NTRM constituents through a multi-scale experimental study. Key design parameters for strengthening applications, such as textile geometry, number of TRM layers and TRM overlay thickness are examined in detail. The results show that textile geometry and reinforcement ratio significantly affect the composite performance. When mechanical reinforcement ratios greater than 3% are provided, flax textiles with smaller diameter and twisted yarns, arranged in denser meshes, ensure good composite action. Overall, flax-TRM composites resulted in a ductile behaviour and developed the highest strength (80–200 MPa) and elongation capacity (4–8%), making them a promising retrofitting solution for masonry, where the use of strengthening systems with moderate stiffness and compatibility with the substrate is of primary concern.
Mechanical Characterisation of Flax and Jute Textile-Reinforced Mortars
https://orcid.org/0000-0001-6672-7665
https://orcid.org/0000-0003-2551-2187
Highlights Flax-TRM exhibit strength and elongation capacity suitable for strengthening applications. The critical mechanical reinforcement ratio for NTRM systems is 3%. Multi-layer NTRM exhibit higher ductility, albeit at similar exploitation ratios. Low linear density, twisted yarns can ensure good composite performance.
Abstract Natural fibre textiles embedded in inorganic matrices (NTRM) could offer a strengthening solution for unreinforced masonry structures that satisfies both performance and sustainability requirements. However, the limited understanding of their mechanical characteristics hinders their use. This paper investigates the mechanical performance of flax and jute lime-based composites under direct tension and assesses the mechanical contribution of the NTRM constituents through a multi-scale experimental study. Key design parameters for strengthening applications, such as textile geometry, number of TRM layers and TRM overlay thickness are examined in detail. The results show that textile geometry and reinforcement ratio significantly affect the composite performance. When mechanical reinforcement ratios greater than 3% are provided, flax textiles with smaller diameter and twisted yarns, arranged in denser meshes, ensure good composite action. Overall, flax-TRM composites resulted in a ductile behaviour and developed the highest strength (80–200 MPa) and elongation capacity (4–8%), making them a promising retrofitting solution for masonry, where the use of strengthening systems with moderate stiffness and compatibility with the substrate is of primary concern.
Mechanical Characterisation of Flax and Jute Textile-Reinforced Mortars
Trochoutsou, Niki (author) / Di Benedetti, Matteo (author) / Pilakoutas, Kypros (author) / Guadagnini, Maurizio (author)
2020-11-01
Article (Journal)
Electronic Resource
English
Bond of Flax Textile-Reinforced Mortars to Masonry
| Elsevier | 2021
Flax Textile Reinforced Mortars: Experimental Characterization and Structural Behavior
| Springer Verlag | 2019
| British Library Online Contents | 2010