Studies on the effects of superficial strengthening with FRCM system on compressive strength of AAC masonry

Łukasz Drobiec; Wojciech Mazur; Remigiusz Jokiel

doi:10.35784/bud-arch.2169

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Published: Sep 30, 2020

DOI: https://doi.org/10.35784/bud-arch.2169

Issue Vol. 19 No. 3 (2020)

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Studies on the effects of superficial strengthening with FRCM system on compressive strength of AAC masonry
Łukasz Drobiec, Wojciech Mazur, Remigiusz Jokiel

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DOI

https://doi.org/10.35784/bud-arch.2169

Authors

Łukasz Drobiec

lukasz.drobiec@polsl.pl

Department of Building Structures; Faculty of Civil Engineering; Silesian University of Technology;, Poland

https://orcid.org/0000-0001-9825-6343

Wojciech Mazur

wojciech.mazur@polsl.pl

Department of Building Structures; Faculty of Civil Engineering; Silesian University of Technology;, Poland

https://orcid.org/0000-0001-6382-1496

Remigiusz Jokiel

remigiusz.jokiel@gmail.com

BUDINŻ PB Sp. z o.o. Sp.k.;, Poland

Abstract

This paper describes results from studies on the effects of superficial strengthening with FRCM system on compressive strength of autoclaved aerated concrete (AAC) masonry. Tests were carried out on models without any strengthening, strengthened at one or both sides. Two-side strengthened masonry demonstrated an increased compressive strength and deformability. Increased deformability was observed for one-side strengthened masonry when compared to tests on masonry without any strengthening.

Keywords:

AAC blocks, compressive strength, FRCM system, superficial strengthening

References

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Drobiec, Łukasz, Mazur, W. and Jokiel, R. (2020) “Studies on the effects of superficial strengthening with FRCM system on compressive strength of AAC masonry”, Budownictwo i Architektura / Civil and Architectural Engineering, 19(3), pp. 021–030. doi: 10.35784/bud-arch.2169.

Studies on the effects of superficial strengthening with FRCM system on compressive strength of AAC masonry

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