Impact Resistance Performance of Kenaf Fibre Reinforced Concrete
Concrete slabs; Concretes; Cracks; Drops; Fiber reinforced materials; Fibers; Hemp; Kenaf fibers; Mesh generation; Crack resistance; Drop weight impact; Fiber diameters; Fibre reinforced concrete; Impact resistance performance; Linear relationships; Mesh reinforcement; Projectile tests; Reinforced c...
Saved in:
Main Authors: | , , , , , , , , , , |
---|---|
Other Authors: | |
Format: | Conference Paper |
Published: |
Institute of Physics Publishing
2023
|
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my.uniten.dspace-22787 |
---|---|
record_format |
dspace |
spelling |
my.uniten.dspace-227872023-05-29T14:12:16Z Impact Resistance Performance of Kenaf Fibre Reinforced Concrete Muda Z.C. Mohd Kamal N.L. Syamsir A. Sheng C.Y. Beddu S. Mustapha K.N. Thiruchelvam S. Usman F. Alam M.A. Birima A.H. Zaroog O.S. 55812444000 56239107300 57195320482 57189227744 55812080500 26032672000 55812442400 55812540000 57199298044 23466519000 57189246634 Concrete slabs; Concretes; Cracks; Drops; Fiber reinforced materials; Fibers; Hemp; Kenaf fibers; Mesh generation; Crack resistance; Drop weight impact; Fiber diameters; Fibre reinforced concrete; Impact resistance performance; Linear relationships; Mesh reinforcement; Projectile tests; Reinforced concrete; crack; diameter; impact; performance assessment; reinforced concrete; research work; slab; spacing; stress resistance; weight; Fibers; Kenaf; Reinforced Concrete; Hibiscus cannabinus This paper investigate the performance of kenaf fibre mesh reinforced concrete (KFMRC) with varied kenaf fibre mesh reinforcement content for the concrete slab of 300mm � 300mm size reinforced with different mesh diameter at constant spacing with varied slab thickness 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 main variables for the study is to find the relationship of the impact resistance against the amount of mesh reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against kenaf fiber diameters by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the slab thickness. The threshold (highest) values for service crack and ultimate crack is 47.9 N/mm2 and 130.58 N/mm2 respectively observed and computed for 50 mm slab with 7 mm diameter mesh. Final 2023-05-29T06:12:16Z 2023-05-29T06:12:16Z 2016 Conference Paper 10.1088/1755-1315/32/1/012019 2-s2.0-84966550374 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966550374&doi=10.1088%2f1755-1315%2f32%2f1%2f012019&partnerID=40&md5=163fefd44e4ac5005310a228fed1b756 https://irepository.uniten.edu.my/handle/123456789/22787 32 1 12019 All Open Access, Gold Institute of Physics Publishing Scopus |
institution |
Universiti Tenaga Nasional |
building |
UNITEN Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Tenaga Nasional |
content_source |
UNITEN Institutional Repository |
url_provider |
http://dspace.uniten.edu.my/ |
description |
Concrete slabs; Concretes; Cracks; Drops; Fiber reinforced materials; Fibers; Hemp; Kenaf fibers; Mesh generation; Crack resistance; Drop weight impact; Fiber diameters; Fibre reinforced concrete; Impact resistance performance; Linear relationships; Mesh reinforcement; Projectile tests; Reinforced concrete; crack; diameter; impact; performance assessment; reinforced concrete; research work; slab; spacing; stress resistance; weight; Fibers; Kenaf; Reinforced Concrete; Hibiscus cannabinus |
author2 |
55812444000 |
author_facet |
55812444000 Muda Z.C. Mohd Kamal N.L. Syamsir A. Sheng C.Y. Beddu S. Mustapha K.N. Thiruchelvam S. Usman F. Alam M.A. Birima A.H. Zaroog O.S. |
format |
Conference Paper |
author |
Muda Z.C. Mohd Kamal N.L. Syamsir A. Sheng C.Y. Beddu S. Mustapha K.N. Thiruchelvam S. Usman F. Alam M.A. Birima A.H. Zaroog O.S. |
spellingShingle |
Muda Z.C. Mohd Kamal N.L. Syamsir A. Sheng C.Y. Beddu S. Mustapha K.N. Thiruchelvam S. Usman F. Alam M.A. Birima A.H. Zaroog O.S. Impact Resistance Performance of Kenaf Fibre Reinforced Concrete |
author_sort |
Muda Z.C. |
title |
Impact Resistance Performance of Kenaf Fibre Reinforced Concrete |
title_short |
Impact Resistance Performance of Kenaf Fibre Reinforced Concrete |
title_full |
Impact Resistance Performance of Kenaf Fibre Reinforced Concrete |
title_fullStr |
Impact Resistance Performance of Kenaf Fibre Reinforced Concrete |
title_full_unstemmed |
Impact Resistance Performance of Kenaf Fibre Reinforced Concrete |
title_sort |
impact resistance performance of kenaf fibre reinforced concrete |
publisher |
Institute of Physics Publishing |
publishDate |
2023 |
_version_ |
1806424302506999808 |
score |
13.214268 |