| Title | Kuat Tekan Dan Kuat Tarik Belah Sebagai Nilai Estimasi Kekuatan Sisa Pada Beton Serat Kasa Aluminiumakibat Variasi Suhu |
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| Author Order | 2 of 2 |
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| Accreditation | |
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| Abstract | This study was aimed to determine influence of temperature variation to the compressive strength and split cylinder strengthÃÂÃÂ of aluminium wire-mesh fibre concrete. Specimen was concrete cylinder with 15 cm in diameter and 30 cm in high, and the volumeÃÂÃÂ fraction of aluminium wire-mesh fibre was specified equal to 0.2%. Temperature variations applied in this research were 25oC (roomÃÂÃÂ temperature), 400oC and 800oC. The result showed that increasing of temperature had caused compressive strengthÃÂÃÂ reduction.Compressive strength at temperature 400oC and 800oC for both normal concrete and wire-mesh fibre concrete were equal toÃÂÃÂ 22.04%, 39.21%, 21.68% and 45.81%. Split cylinder test at temperature 400oC and 800oC for both normal concrete and wire-mesh fibreÃÂÃÂ concrete showed reduction which were equal to 20.36%, 51.27%, 21.98% and 56.30%. On the other hand modulus of elasticity reductionÃÂÃÂ at temperature 400oC and 800oC for both normal concrete and wire-mesh fibre concrete were 2.20%, 65.22%, 6.79% and 61.33%, whereÃÂÃÂ all of tests werecompared to normal concrete and wire-mesh fibre concrete at room temperature (25oC). |
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| Publisher Name | Jenderal Soedirman University |
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| Publish Date | 2013-02-28 |
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| Publish Year | 2013 |
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| Doi | DOI: 10.20884/1.dr.2013.9.1.98 |
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| Citation | |
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| Source | Dinamika Rekayasa |
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| Source Issue | Vol 9, No 1 (2013): Dinamika Rekayasa - Februari 2013 |
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| Source Page | 21-28 |
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| Url | https://dinarek.unsoed.ac.id/jurnal/index.php/dinarek/article/view/98/pdf |
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| Author | YANUAR HARYANTO, S.T, M.Eng, Ph.D. |
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| File | 523631.pdf |
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