Technical Papers
Nov 10, 2021

Innovative and Eco-friendly Solutions for the Seismic Retrofitting of Natural Stone Masonry Walls with Textile Reinforced Mortar: In- and Out-of-Plane Behavior

Publication: Journal of Composites for Construction
Volume 26, Issue 1

Abstract

The application of textile-reinforced mortars (TRM) on masonry walls constructed with natural stones was studied through a set of medium-scale experiments. Fourteen experiments were carried out in total, including in- and out-of-plane cyclic tests as well as two different strengthening configurations. The first consisted of a TRM made of a natural hydraulic lime (NHL) mortar, combined with a natural flax-fiber textile, while for the latter, a novel alkali-activated material (AAM) geopolymer mortar combined with basalt textile was employed. The use of such low-carbon footprint materials instead of conventional ones makes these systems environmentally friendlier, in line with the modern requirements for lowering CO2 emissions. Both solutions led to a substantial increase of the load-bearing capacity, up to 70% for both in- and out-of-plane experiments. Stiffness and energy dissipation characteristics of the masonry elements were improved as well. If some durability related issues of both configurations and feasibility ones of AAMs are addressed, they could provide good candidates for application in real-life structures.

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Acknowledgments

The research work was partially supported by the Hellenic Foundation for Research and Innovation (HFRI) under the HFRI PhD Fellowship Grant (Fellowship No. 62). This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No 813596 DuRSAAM.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 26Issue 1February 2022

History

Received: Mar 4, 2021
Accepted: Sep 8, 2021
Published online: Nov 10, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 10, 2022

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Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece (corresponding author). ORCID: https://orcid.org/0000-0002-9054-3900. Email: [email protected]
L. D. Azdejković [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece. Email: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece. ORCID: https://orcid.org/0000-0003-0263-3955. Email: [email protected]

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Cited by

  • Geopolymer versus cement-based textile-reinforced mortar: Diagonal compression tests on masonry walls representative of infills in RC frames, Construction and Building Materials, 10.1016/j.conbuildmat.2023.130836, 373, (130836), (2023).
  • Seismic and energy integrated retrofit of buildings: A critical review, Frontiers in Built Environment, 10.3389/fbuil.2022.963337, 8, (2022).
  • Seismic upgrading of existing masonry structures: A state-of-the-art review, Soil Dynamics and Earthquake Engineering, 10.1016/j.soildyn.2022.107428, 161, (107428), (2022).

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