Fibre Reinforced Geopolymers as Inorganic Strengthening Composites for Masonry Structures
| Autor: | Garbin, E., Panizza, M., Tamburini, S., Natali, M., Artioli, G. |
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| Rok vydání: | 2021 |
| Předmět: | |
| Zdroj: | 12th Int. Conf. on Structural Analysis of Historical Constructions-SAHC, pp. 2564–2575, Barcelona (Spain)-Online event, 29/09/2021-01/10/2021 info:cnr-pdr/source/autori:Garbin E.; Panizza M.; Tamburini S.; Natali M.; Artioli G./congresso_nome:12th Int. Conf. on Structural Analysis of Historical Constructions-SAHC/congresso_luogo:Barcelona (Spain)-Online event/congresso_data:29%2F09%2F2021-01%2F10%2F2021/anno:2021/pagina_da:2564/pagina_a:2575/intervallo_pagine:2564–2575 |
| DOI: | 10.23967/sahc.2021.110 |
| Popis: | The study presents an assessment of externally bonded Fibre-Reinforced GeoPolymers (FRGPs) as strengthening material for masonry structures. Thanks to their tailored chemical and mechanical characteristics, geopolymer matrices can fulfil the restoration criteria for Built Heritage (BH) with the benefit of heat-resistant performances better than those of organic and inorganic matrices used in Externally Bonded Fibre Reinforced Polymers (EB-FRP) and Fabric-Reinforced Cementitious Matrix (FRCM) materials, respectively. This work is built on the outcomes of a previous investigation that proved the suitability of the developed geopolymer matrix for applications on clay bricks, revealing a good adhesion to masonry substrates and to embedded reinforcements. The behaviour of three FRGPs, including either a bi-directional basalt mesh, a bi-directional carbon mesh or a unidirectional Ultra High Strength Steel (UHSS) fabric, was explored by means of local tests on masonry sub-assemblages made of soft-mud clay bricks and hydraulic lime mortar. In overall, 9 single-lap shear tests on single bricks with a bonded length of 200 mm and 9 three-point bending tests on 2-brick slices, connected by a mortar joint and reinforced at the bottom face, were carried out. Lastly, the behaviour in alkaline environments of each reinforcement was investigated through tensile tests on coupons immersed for 28 days in alkaline solutions simulating the conditions of the geopolimeric matrices. Results confirmed the interesting potential of FRGPs for strengthening masonry elements, highlighting a good performance of steel and carbon reinforcements. On the other hand, precautions should be taken with basalt meshes that, as expected, were more sensitive to alkaline environments. |
| Databáze: | OpenAIRE |
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