NDLI: Effect of Mesh Distribution on Impact Resistance Performance of Kenaf Fibre Reinforced Concrete

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Effect of Mesh Distribution on Impact Resistance Performance of Kenaf Fibre Reinforced Concrete

Content Provider	Scilit
Author	Muda, Zakaria Che Thiruchelvam, Sivadass Syamsir, Agusril Sheng, Chiam Yung Beddu, Salmi A. Mustapha, Kamal Nasharuddin Usman, Fathoni Kamal, Nur Liyana Mohd Alam, Ashraful Birima, Ahmed H. Zaroog, O. S.
Copyright Year	2016
Description	Journal: Iop Conference Series: Earth and Environmental Science This paper investigate the effect of the mesh distribution on the impact performance of kenaf fibre mesh reinforced concrete (KFMRC) for the concrete slab of 300mm × 300mm size reinforced with varied thickness and mesh diameter subjected to low impact projectile test. A self-fabricated drop-weight impact test rig with a steel ball weight of 1.236 kg drop at 0.40 m height has been used in this research work. The objective of this research is to study the effect of the mesh distribution on the impact resistance kenaf fibre mesh concrete for various slab thickness and mesh diameter. 2-layers one Top and one Bottom mesh distribution kenaf mesh is the most efficient in the ability to control crack formation and propagation against impact energy followed by 1-layer Middle mesh distribution and lastly the 1-layer Top mesh distribution is the least effective.
Related Links	http://iopscience.iop.org/article/10.1088/1755-1315/32/1/012025/pdf
ISSN	17551307
e-ISSN	17551315
DOI	10.1088/1755-1315/32/1/012025
Journal	Iop Conference Series: Earth and Environmental Science
Volume Number	32
Language	English
Publisher	IOP Publishing
Publisher Date	2016-03-01
Access Restriction	Open
Subject Keyword	Journal: Iop Conference Series: Earth and Environmental Science Reinforced Concrete Mesh Distribution Impact Energy Kenaf Fibre Concrete Slab Impact Resistance Performance of Kenaf
Content Type	Text
Resource Type	Article
Subject	Earth and Planetary Sciences Physics and Astronomy Environmental Science

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