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: 2020-09-30

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

Issue Vol. 19 No. 3 (2020)

Articles

Tests of bond between concrete and steel bars – literature background and program of own research
Marcin Burdziński, Maciej Niedostatkiewicz, Patryk Ziółkowski

005-019
Studies on the effects of superficial strengthening with FRCM system on compressive strength of AAC masonry
Łukasz Drobiec, Wojciech Mazur, Remigiusz Jokiel

021-030
Digital fabrication in the process of creation of the parametric concrete fencings
Marcin Giedrowicz

031-040
Effect of load level of corner columns on punching shear resistance of flat slabs
Michał Gołdyn, Tadeusz Urban

041-051
Simulation of four-point beam bending test using the X-FEM method
Jakub Gontarz, Jerzy Podgórski

053-062
Influence of the interface reinforcement on static performance of concrete composite T-shaped beams
Łukasz Jabłoński, Anna Halicka

063-076
Nonlinear analysis of lightweight aggregate concrete columns
Ewelina Kołodziejczyk, Tomasz Waśniewski

077-087
Analysis of precast lintels behaviour in walls confined by reinforced lightweight and ordinary concrete
Wojciech Mazur, Tomasz Rybarczyk

089-099
Load and resistance factors for prestressed concrete girder bridges
Andrzej S. Nowak, Olga Iatsko

101-111
Research on the recycled and hybrid fibre reinforced self-compacting concrete under flexure
Małgorzata Pająk

113-121
The experimental investigation of the failure of load-bearing masonry walls supported by a deflecting structure
Adam Piekarczyk

123-134

Authors

Łukasz Drobiec

lukasz.drobiec@polsl.pl

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

https://orcid.org/0000-0001-9825-6343 (unauthenticated)

Wojciech Mazur

wojciech.mazur@polsl.pl

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

https://orcid.org/0000-0001-6382-1496 (unauthenticated)

Remigiusz Jokiel

remigiusz.jokiel@gmail.com

BUDINŻ PB Sp. z o.o. Sp.k.;

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