The influence of date palm mesh fibre reinforcement on flexural and fracture behaviour of a cement-based mortar
Main Authors: | Oussama Benaimeche, Andrea Carpinteri, Camilla Ronchei, Daniela Scorza, Mekki Mellas, Sabrina Vantadori |
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Format: | Article eJournal |
Terbitan: |
, 2018
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Subjects: | |
Online Access: |
https://zenodo.org/record/3541596 |
Daftar Isi:
- The aim of the present paper is to investigate both flexural and fracture properties of a cement-based mortar reinforced with Date Palm Mesh (DPM) fibres. In particular, three-point bending tests on DPM fibre-reinforced specimens (with different fibre volume fractions) are performed. On the basis of the experimental results, the value of flexural strength is computed as a function of the peak load according to the UNI Recommendations, whereas the value of fracture toughness is analytically determined according to the Modified Two-Parameter Model (MTPM) recently proposed by some of the present authors for quasibrittle materials.