Effects of basalt and glass fiber composites usage for strengthening on the cyclic behavior of brick infill walls
In the current study, the effects of 10 mm bilaterally applied basalt fiber reinforced concrete (BRC) and glass fiber reinforced concrete (GRC) plasters with different fiber content (1.0%, 2.0% and 3.0%) on the behavior of the brick infill walls were investigated. For this purpose, strengthened bric...
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| Published in | Journal of Building Engineering Vol. 52; p. 104405 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
15.07.2022
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| Subjects | |
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| Abstract | In the current study, the effects of 10 mm bilaterally applied basalt fiber reinforced concrete (BRC) and glass fiber reinforced concrete (GRC) plasters with different fiber content (1.0%, 2.0% and 3.0%) on the behavior of the brick infill walls were investigated. For this purpose, strengthened brick infill walls placed in a hinged steel frame on all four corners were examined comparatively with their non-plastered and ordinary cement plastered conditions under cyclic loading. The load carrying capacities, displacement ductility, stiffness degradation and energy dissipation capacities of infill walls were determined using obtained results. The test results showed that brick walls with 1.0% glass fiber and 2.0% basalt fiber content showed the best performance in terms of load carrying and energy dissipation capacity. Also brick wall with 1.0% glass fiber content has the lowest stiffness degradation decrease at the ultimate drift ratio. In addition to all these, it has been observed that the mechanical behavior of the walls strengthened with plasters containing different percentages of fiber has improved considerably compered to non-plastered and ordinary cement plastered brick walls. This situation reveals that basalt and glass fiber plasters can be used to strengthen the walls. It is recommended that this method can be used quickly and effectively in the reinforcement of masonry structures, which have a large amount in the existing building stock.
•Effects of basalt and glass fiber composites on the cyclic behavior of brick infill walls was investigated.•BRC and GRC plasters with 1.0%, 2.0% and 3.0% fiber contents were used.•Load carrying capacities, stiffness degradation and energy dissipation capacities were determined.•BRC plasters tend to flocculation and need more attention.•GRC plasters can also be used in strengthening of masonry walls. |
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| AbstractList | In the current study, the effects of 10 mm bilaterally applied basalt fiber reinforced concrete (BRC) and glass fiber reinforced concrete (GRC) plasters with different fiber content (1.0%, 2.0% and 3.0%) on the behavior of the brick infill walls were investigated. For this purpose, strengthened brick infill walls placed in a hinged steel frame on all four corners were examined comparatively with their non-plastered and ordinary cement plastered conditions under cyclic loading. The load carrying capacities, displacement ductility, stiffness degradation and energy dissipation capacities of infill walls were determined using obtained results. The test results showed that brick walls with 1.0% glass fiber and 2.0% basalt fiber content showed the best performance in terms of load carrying and energy dissipation capacity. Also brick wall with 1.0% glass fiber content has the lowest stiffness degradation decrease at the ultimate drift ratio. In addition to all these, it has been observed that the mechanical behavior of the walls strengthened with plasters containing different percentages of fiber has improved considerably compered to non-plastered and ordinary cement plastered brick walls. This situation reveals that basalt and glass fiber plasters can be used to strengthen the walls. It is recommended that this method can be used quickly and effectively in the reinforcement of masonry structures, which have a large amount in the existing building stock.
•Effects of basalt and glass fiber composites on the cyclic behavior of brick infill walls was investigated.•BRC and GRC plasters with 1.0%, 2.0% and 3.0% fiber contents were used.•Load carrying capacities, stiffness degradation and energy dissipation capacities were determined.•BRC plasters tend to flocculation and need more attention.•GRC plasters can also be used in strengthening of masonry walls. |
| ArticleNumber | 104405 |
| Author | Aykanat, Batuhan Subaşı, Serkan Arslan, Mehmet Emin Ayyıldız, Mehmet Ali Maraşlı, Muhammed |
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| Cites_doi | 10.1016/j.istruc.2021.12.026 10.1016/j.istruc.2020.12.029 10.1016/j.engstruct.2011.09.015 10.1016/j.matpr.2020.04.541 10.1016/j.engstruct.2009.10.015 10.1016/S0950-0618(02)00024-7 10.1016/j.conbuildmat.2019.03.285 10.1016/j.jobe.2020.101368 10.1016/j.proeng.2017.06.221 10.1016/j.matpr.2020.04.860 10.1016/j.compositesb.2019.107050 10.1016/j.conbuildmat.2019.117190 10.1016/j.conbuildmat.2012.04.058 10.1016/j.conbuildmat.2011.04.036 |
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| Keywords | Strengthening Basalt fiber reinforced concrete Brick infill wall Glass fiber reinforced concrete Cyclic behavior |
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Mater. doi: 10.1016/j.conbuildmat.2019.117190 contributor: fullname: Afzal – volume: 35 start-page: 614 year: 2012 ident: 10.1016/j.jobe.2022.104405_bib4 article-title: Out-of-plane behavior of unreinforced masonry brick walls strengthened with CFRP strips publication-title: Construct. Build. Mater. doi: 10.1016/j.conbuildmat.2012.04.058 contributor: fullname: Anil – volume: 25 start-page: 4017 issue: 10 year: 2011 ident: 10.1016/j.jobe.2022.104405_bib14 article-title: Characteristics of CFRP retrofitted hollow brick infill walls of reinforced concrete frames publication-title: Construct. Build. Mater. doi: 10.1016/j.conbuildmat.2011.04.036 contributor: fullname: Ozsayin |
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| Title | Effects of basalt and glass fiber composites usage for strengthening on the cyclic behavior of brick infill walls |
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