BFRP grid confined clay brick masonry cylinders under axial compression: experimental results

Jennifer D'Anna, Giuseppina Amato, Jian Fei Chen, Lidia La Mendola, Giovanni Minafo'

Research output: Contribution to conferencePaper

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Abstract

The use of composite materials for retrofitting of masonry structures has received great attention during the last two decades. For masonry buildings there are several advantages in using composite materials. Traditional techniques that were largely used and investigated in the past, may be inadequate in seismic areas where the added mass could increase seismic actions. Moreover, for historical and architectural heritage structures, the compatibility, sustainability and reversibility of the intervention is a key factor for the selection of the most appropriate strengthening system. Many investigations have shown that fibre reinforced polymers (FRP) can be effectively used to induce a passive confinement action on masonry columns and improve the axial capacity and ductility of the structural members. This paper presents the results of an experimental study on the compressive behaviour of clay brick masonry cylinders reinforced with basalt fibre reinforced polymer (BFRP) grids. The main aim of this study is to assess the effectiveness of the BFRP wraps on the strength and ductility of masonry columns. Twelve clay brick masonry cylinders, cored from masonry walls and columns, were reinforced using either one or two layers of BFRP grids. Two different arrangements were used for producing the cylinders in order to investigate the effect of vertical joints on the response of masonry cylinders. The basalt grid had a cell size of 6x6 mm. After a preliminary experimental study aimed at characterizing the mechanical properties of bricks, mortar and basalt grid, the cylinders were tested under uniaxial compression loading. The test results showed a strength increase between 30% and 38% for cylinders wrapped with one layer and between 69% and 71% for those wrapped with two layers of BFRP grids.
Original languageEnglish
Number of pages7
Publication statusPublished - 17 Jul 2018
Event9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering - University Paris-Est , Paris, France
Duration: 17 Jul 201819 Jul 2018
Conference number: 9
http://www.cice2018.com/

Conference

Conference9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering
Abbreviated titleCIC 2018
CountryFrance
CityParis
Period17/07/201819/07/2018
Internet address

Fingerprint

Basalt
Axial compression
Brick
Clay
Fibers
Polymers
Ductility
Structural members
Retrofitting
Composite materials
Mortar
Sustainable development
Mechanical properties

Keywords

  • Basalt fibre reinforced polymers
  • BFRP
  • Masonry columns
  • Strengthening and Repair
  • cylinders

Cite this

D'Anna, J., Amato, G., Chen, J. F., La Mendola, L., & Minafo', G. (2018). BFRP grid confined clay brick masonry cylinders under axial compression: experimental results. Paper presented at 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, Paris, France.
D'Anna, Jennifer ; Amato, Giuseppina ; Chen, Jian Fei ; La Mendola, Lidia ; Minafo', Giovanni. / BFRP grid confined clay brick masonry cylinders under axial compression: experimental results. Paper presented at 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, Paris, France.7 p.
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D'Anna, J, Amato, G, Chen, JF, La Mendola, L & Minafo', G 2018, 'BFRP grid confined clay brick masonry cylinders under axial compression: experimental results', Paper presented at 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, Paris, France, 17/07/2018 - 19/07/2018.

BFRP grid confined clay brick masonry cylinders under axial compression: experimental results. / D'Anna, Jennifer; Amato, Giuseppina; Chen, Jian Fei; La Mendola, Lidia; Minafo', Giovanni.

2018. Paper presented at 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, Paris, France.

Research output: Contribution to conferencePaper

TY - CONF

T1 - BFRP grid confined clay brick masonry cylinders under axial compression: experimental results

AU - D'Anna, Jennifer

AU - Amato, Giuseppina

AU - Chen, Jian Fei

AU - La Mendola, Lidia

AU - Minafo', Giovanni

PY - 2018/7/17

Y1 - 2018/7/17

N2 - The use of composite materials for retrofitting of masonry structures has received great attention during the last two decades. For masonry buildings there are several advantages in using composite materials. Traditional techniques that were largely used and investigated in the past, may be inadequate in seismic areas where the added mass could increase seismic actions. Moreover, for historical and architectural heritage structures, the compatibility, sustainability and reversibility of the intervention is a key factor for the selection of the most appropriate strengthening system. Many investigations have shown that fibre reinforced polymers (FRP) can be effectively used to induce a passive confinement action on masonry columns and improve the axial capacity and ductility of the structural members. This paper presents the results of an experimental study on the compressive behaviour of clay brick masonry cylinders reinforced with basalt fibre reinforced polymer (BFRP) grids. The main aim of this study is to assess the effectiveness of the BFRP wraps on the strength and ductility of masonry columns. Twelve clay brick masonry cylinders, cored from masonry walls and columns, were reinforced using either one or two layers of BFRP grids. Two different arrangements were used for producing the cylinders in order to investigate the effect of vertical joints on the response of masonry cylinders. The basalt grid had a cell size of 6x6 mm. After a preliminary experimental study aimed at characterizing the mechanical properties of bricks, mortar and basalt grid, the cylinders were tested under uniaxial compression loading. The test results showed a strength increase between 30% and 38% for cylinders wrapped with one layer and between 69% and 71% for those wrapped with two layers of BFRP grids.

AB - The use of composite materials for retrofitting of masonry structures has received great attention during the last two decades. For masonry buildings there are several advantages in using composite materials. Traditional techniques that were largely used and investigated in the past, may be inadequate in seismic areas where the added mass could increase seismic actions. Moreover, for historical and architectural heritage structures, the compatibility, sustainability and reversibility of the intervention is a key factor for the selection of the most appropriate strengthening system. Many investigations have shown that fibre reinforced polymers (FRP) can be effectively used to induce a passive confinement action on masonry columns and improve the axial capacity and ductility of the structural members. This paper presents the results of an experimental study on the compressive behaviour of clay brick masonry cylinders reinforced with basalt fibre reinforced polymer (BFRP) grids. The main aim of this study is to assess the effectiveness of the BFRP wraps on the strength and ductility of masonry columns. Twelve clay brick masonry cylinders, cored from masonry walls and columns, were reinforced using either one or two layers of BFRP grids. Two different arrangements were used for producing the cylinders in order to investigate the effect of vertical joints on the response of masonry cylinders. The basalt grid had a cell size of 6x6 mm. After a preliminary experimental study aimed at characterizing the mechanical properties of bricks, mortar and basalt grid, the cylinders were tested under uniaxial compression loading. The test results showed a strength increase between 30% and 38% for cylinders wrapped with one layer and between 69% and 71% for those wrapped with two layers of BFRP grids.

KW - Basalt fibre reinforced polymers

KW - BFRP

KW - Masonry columns

KW - Strengthening and Repair

KW - cylinders

M3 - Paper

ER -

D'Anna J, Amato G, Chen JF, La Mendola L, Minafo' G. BFRP grid confined clay brick masonry cylinders under axial compression: experimental results. 2018. Paper presented at 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, Paris, France.