Impact Resistance Behaviour of Banana Fiber Reinforced Slabs. Issue 1 (March 2016)

• Record Type: Journal Article
• 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
• Is Part Of: IOP conference series. Volume 32:Issue 1(2016)
• Publication Date: 2016-03
• Subjects: Earth sciences -- Periodicals; Environmental sciences -- Congresses; Environmental sciences -- Periodicals; 550.5
• DOI: 10.1088/1755-1315/32/1/012017
• Languages: English
• ISSNs: 1755-1307

Abstract

Abstract: 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)