Flexural behaviour of basalt fibred concrete slabs made with basalt fibre reinforced polymer rebars
In this paper, the flexural behaviour of M30 grade basalt fibred concrete slabs made with basalt fibre reinforced polymer rebars are studied and compared with slabs made with steel rebars. The optimum percentage of basalt is 0.3% for 50mm length basalt fibres. Due to high particle packing density in...
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| 主要な著者: | , , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
EDP Sciences
2021-01-01
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| シリーズ: | E3S Web of Conferences |
| オンライン･アクセス: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/85/e3sconf_icmed2021_01055.pdf |
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