Impact Resistance Behaviour of Banana Fiber Reinforced Slabs
Drops; Fruits; Reinforcement; Banana fibers; Banana fibres; Crack resistance; Drop weight impact; Linear relationships; Projectile tests; Slab thickness; Steel balls; Cracks; crack; experimental design; impact; performance assessment; reinforcement; research work; spacing; steel structure; weight
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2023
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my.uniten.dspace-227782023-05-29T14:12:12Z Impact Resistance Behaviour of Banana Fiber Reinforced Slabs Muda Z.C. Syamsir A. Mustapha K.N. Samsudin M.R. Thiruchelvam S. Usman F. Beddu S. Mohd Kamal N.L. Alam M.A. Birima A.H. Zaroog O.S. 55812444000 57195320482 26032672000 57189231892 55812442400 55812540000 55812080500 56239107300 57199298044 23466519000 57189246634 Drops; Fruits; Reinforcement; Banana fibers; Banana fibres; Crack resistance; Drop weight impact; Linear relationships; Projectile tests; Slab thickness; Steel balls; Cracks; crack; experimental design; impact; performance assessment; reinforcement; research work; spacing; steel structure; weight This paper investigate the performance of banana fibre reinforced slabs 300mm � 300mm size with varied thickness subjected to low impact projectile test. A self-fabricated drop-weight impact test rig with a steel ball weight of 1.25 kg drop at 1 m height has been used in this research work. The main variables for the study is to find the relationship of the impact resistance against the BF contents and slab thickness. A linear relationship has been established between first and ultimate crack resistance against BF contents and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the BF contents for a constant spacing for various banana fibre reinforced slab thickness. The increment in BF content has more effect on the first crack resistance than the ultimate crack resistance. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the various slab thickness. Overall 1.5% BF content with slab thickness of 40 mm exhibit better first and ultimate crack resistance up to 16 times and up to 17 times respectively against control slab (without BF). Final 2023-05-29T06:12:11Z 2023-05-29T06:12:11Z 2016 Conference Paper 10.1088/1755-1315/32/1/012017 2-s2.0-84966559977 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966559977&doi=10.1088%2f1755-1315%2f32%2f1%2f012017&partnerID=40&md5=bdad160c3872f8788029ed23b54c5f0b https://irepository.uniten.edu.my/handle/123456789/22778 32 1 12017 All Open Access, Gold Institute of Physics Publishing Scopus |
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Drops; Fruits; Reinforcement; Banana fibers; Banana fibres; Crack resistance; Drop weight impact; Linear relationships; Projectile tests; Slab thickness; Steel balls; Cracks; crack; experimental design; impact; performance assessment; reinforcement; research work; spacing; steel structure; weight |
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55812444000 |
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55812444000 Muda Z.C. Syamsir A. Mustapha K.N. Samsudin M.R. Thiruchelvam S. Usman F. Beddu S. Mohd Kamal N.L. Alam M.A. Birima A.H. Zaroog O.S. |
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Conference Paper |
author |
Muda Z.C. Syamsir A. Mustapha K.N. Samsudin M.R. Thiruchelvam S. Usman F. Beddu S. Mohd Kamal N.L. Alam M.A. Birima A.H. Zaroog O.S. |
spellingShingle |
Muda Z.C. Syamsir A. Mustapha K.N. Samsudin M.R. Thiruchelvam S. Usman F. Beddu S. Mohd Kamal N.L. Alam M.A. Birima A.H. Zaroog O.S. Impact Resistance Behaviour of Banana Fiber Reinforced Slabs |
author_sort |
Muda Z.C. |
title |
Impact Resistance Behaviour of Banana Fiber Reinforced Slabs |
title_short |
Impact Resistance Behaviour of Banana Fiber Reinforced Slabs |
title_full |
Impact Resistance Behaviour of Banana Fiber Reinforced Slabs |
title_fullStr |
Impact Resistance Behaviour of Banana Fiber Reinforced Slabs |
title_full_unstemmed |
Impact Resistance Behaviour of Banana Fiber Reinforced Slabs |
title_sort |
impact resistance behaviour of banana fiber reinforced slabs |
publisher |
Institute of Physics Publishing |
publishDate |
2023 |
_version_ |
1806424392317534208 |
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13.222552 |