Impact Resistance Behaviour of Banana Fiber Reinforced Slabs

• Published in: IOP conference series. Earth and environmental science Vol. 32; no. 1; pp. 12017 - 12020
• Main Authors: Muda, Zakaria Che, Syamsir, Agusril, Mustapha, Kamal Nasharuddin, Samsudin, Muhamad Rifdy, Thiruchelvam, Sivadass, Usman, Fathoni, Beddu, Salmia, Mohd Kamal, Nur Liyana, Alam, Md Ashraful, Birima, Ahmed H, Zaroog, O S
• Format: Journal Article
• Language: English
• Published: Bristol IOP Publishing 01.03.2016
• Subjects: Bananas; Constants; Crack propagation; Cracks; Drop tests; Fiber reinforced materials; Impact resistance; Impact tests; Projectiles; Slabs; Thickness; Weight
• ISSN: 1755-1307; 1755-1315
• DOI: 10.1088/1755-1315/32/1/012017

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)