Pepe Marco, Lombardi Rosario, Ferrara Giuseppe, Agnetti Stefano, Martinelli Enzo
DICiv-Department of Civil Engineering, University of Salerno, Via Giovanni Paolo II, 132, 84084 Fisciano, Italy.
TESIS srl, Via Giovanni Paolo II, 132, 84084 Fisciano, Italy.
Materials (Basel). 2023 Jan 11;16(2):709. doi: 10.3390/ma16020709.
Existing buildings are often in need of strengthening interventions, and several technical solutions have been recently developed for this purpose. Among them, the use of textile-reinforced mortar (TRM) composites has gained consensus as a technically viable and economically convenient option. Moreover, TRM has the potential to be employed as a reversible and sustainable strengthening technique for masonry buildings. In this context, the present paper aims to investigate the mechanical properties of TRM systems consisting of sustainable phases, such as lime-based matrices and natural fabrics produced by waiving fibers obtained from plants, such as Jute or Flax. This class composite system can be referred to as natural TRM and is denoted by the acronym NTRM. The present study moves from the geometric and mechanical characterisation of fibres and fabrics and, after having also investigated the properties of the mortar, it reports the results of tensile tests carried out on specimens of the NTRM systems under consideration, with the main aim of providing the empirical bases of the relationships between the geometric and physical properties of the constituents and the resulting mechanical response of the composite system. The obtained results show that the considered Flax-TRM system has an apparent composite behavior, as its response to tension is clearly characterised by the well-known three stages corresponding to the elastic response, the formation of cracks, and the reinforcement response up to rupture. Conversely, the Jute-TRM system needs to be further improved in terms of balance between the properties of the matrix and the internal reinforcement. Further studies will be devoted to this specific aspect and, more generally, to investigating the relationships between constituents' properties and the NTRM behavior.
现有建筑往往需要进行加固干预,为此最近已开发出多种技术解决方案。其中,使用纺织增强砂浆(TRM)复合材料已成为一种技术可行且经济便利的选择,并获得了广泛认可。此外,TRM有潜力作为砌体建筑的一种可逆且可持续的加固技术。在此背景下,本文旨在研究由可持续成分组成的TRM系统的力学性能,这些成分包括石灰基基体以及由黄麻或亚麻等植物纤维制成的天然织物。这类复合系统可称为天然TRM,简称为NTRM。本研究从纤维和织物的几何与力学特性入手,在研究了砂浆性能之后,报告了对所考虑的NTRM系统试件进行拉伸试验的结果,主要目的是为复合材料系统成分的几何与物理性能与其力学响应之间的关系提供经验依据。所得结果表明,所考虑的亚麻TRM系统具有明显的复合行为,因为其拉伸响应明显具有众所周知的三个阶段,即弹性响应、裂纹形成以及直至破坏的增强响应。相反,黄麻TRM系统在基体性能与内部增强之间的平衡方面需要进一步改进。未来的研究将致力于这一特定方面,更广泛地说,是研究成分性能与NTRM行为之间的关系。