Tensile behavior of textile-reinforced mortar: influence of the number of layers and their arrangement

Nima Azimi*, Ali Dalalbashi, Daniel V. Oliveira, Bahman Ghiassi, Paulo B. Lourenço

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In the last decade, textile-reinforced mortar (TRM) composites have been introduced as a sustainable solution for the strengthening of masonry structures. As an externally bonded reinforcement system, it consists of textile fibers embedded in an inorganic matrix (e.g., lime or cement mortar) applied to the substrate. Even though many studies have been focused on characterizing the mechanical behavior of TRM composites in recent years, there are still some drawbacks, including their tensile performance and few studies about multilayer textiles arrangement. This work aims at clarifying the effect of adding a second textile layer to TRM composites and investigating how textile arrangement affects the tensile behavior of the composite system. For this purpose, AR-glass and steel-based TRM composites were used in single layer and multilayer with different arrangements embedded in a lime-based mortar. The results show that using two plies of textile mesh improves the tensile response of TRM composites. In addition, it is found that the arrangement of different layers in the matrix influences the TRM response in different stress stages. The addition of a thin layer of mortar between two layers seems to improve the stiffness in uncracked condition and slightly decreases the final strength of TRM. Thus, the present study makes a step toward optimizing the arrangement of textiles in multilayer TRM composites.

Original languageEnglish
Title of host publicationMechanics of Masonry Structures Strengthened with Composite Materials IV - Selected peer-reviewed full text papers from the 7th International Conference on Mechanics of Masonry Structures Strengthened With Composite Materials, MuRiCo 7 2021
EditorsGiovanni Castellazzi, Cristina Gentilini, Angelo Di Tommaso
PublisherTrans Tech Publications Ltd
Pages91-97
Number of pages7
ISBN (Electronic)9783036410494
ISBN (Print)9783036400495
DOIs
Publication statusPublished - 7 Apr 2022
Event7th International Conference on Mechanics of Masonry Structures Strengthened With Composite Materials, MuRiCo 7 2021 - Virtual, Online
Duration: 24 Nov 202126 Nov 2021

Publication series

NameKey Engineering Materials
Volume916 KEM
ISSN (Print)1013-9826
ISSN (Electronic)1662-9795

Conference

Conference7th International Conference on Mechanics of Masonry Structures Strengthened With Composite Materials, MuRiCo 7 2021
CityVirtual, Online
Period24/11/2126/11/21

Bibliographical note

Funding Information:
This work was partly financed by FCT / MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB / 04029/2020. The second author is grateful to Foundation for Science and Technology (FCT) for the grant SFRH/BD/131282/2017.

Publisher Copyright:
© 2022 Trans Tech Publications Ltd, Switzerland.

Keywords

  • Masonry
  • Multilayer arrangement
  • Tensile Strength
  • Textile Reinforced Mortar
  • TRM

ASJC Scopus subject areas

  • Materials Science(all)
  • Mechanics of Materials
  • Mechanical Engineering

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