An experimental campaign has been carried out with the aim of using some natural materials as structural reinforcement. In a first stage, jute fabrics are investigated through uniaxial tensile tests. At this level, the chemical treatment with Ca(OH)2 tends to reduce the strength of the vegetal reinforcement. Nevertheless, this treatment seems to improve the bond between fabric and cementitious matrix. Indeed, the strength of FRCM reinforced with treated jute or flax are larger than those untreated. Similarly to the industrially produced reinforcement, as the bond strength increases, an increasing number of cracks can be observed in FRCM reinforced with vegetal fabrics. When large structural elements, such as existing brick walls, are reinforced by FRCM containing jute or flax, the strength and the fracture toughness is larger than those measured in plain walls. In particular, the increment of ductility is in direct proportion with the number of cracks developed by FRCM under uniaxial tension.

An Experimental Campaign on the Use of Natural Fibre-Reinforced Cementitious Matrixes / Bonfanti, I.; Fantilli, A. P.; Toledo Filho, R.; Dos Santos Mendonca, Y. G.. - ELETTRONICO. - 916:(2022), pp. 457-464. (Intervento presentato al convegno 7th International Conference on Mechanics of Masonry Structures Strengthened With Composite Materials (MuRiCo 7) nel November 24-26) [10.4028/p-006vn0].

An Experimental Campaign on the Use of Natural Fibre-Reinforced Cementitious Matrixes

Bonfanti I.;Fantilli A. P.;
2022

Abstract

An experimental campaign has been carried out with the aim of using some natural materials as structural reinforcement. In a first stage, jute fabrics are investigated through uniaxial tensile tests. At this level, the chemical treatment with Ca(OH)2 tends to reduce the strength of the vegetal reinforcement. Nevertheless, this treatment seems to improve the bond between fabric and cementitious matrix. Indeed, the strength of FRCM reinforced with treated jute or flax are larger than those untreated. Similarly to the industrially produced reinforcement, as the bond strength increases, an increasing number of cracks can be observed in FRCM reinforced with vegetal fabrics. When large structural elements, such as existing brick walls, are reinforced by FRCM containing jute or flax, the strength and the fracture toughness is larger than those measured in plain walls. In particular, the increment of ductility is in direct proportion with the number of cracks developed by FRCM under uniaxial tension.
2022
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2969048