Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement

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Abstract

This paper investigate the performance of lightweight rice husk concrete (LWRHC) with varied bamboo reinforcement content for the concrete slab of 300mm × 300mm size reinforced 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 0.65 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 bamboo reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against bamboo diameters and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the bamboo reinforcement diameter and slab thickness. 5% RH content exhibit better first and ultimate crack resistance up to 1.80 times and up to 1.72 times respectively against 10% RH content.

Original languageEnglish
Article number012020
JournalIOP Conference Series: Earth and Environmental Science
Volume32
Issue number1
DOIs
Publication statusPublished - 19 Apr 2016
Event2nd International Conference on Advances in Renewable Energy and Technologies, ICARET 2016 - Putrajaya, Malaysia
Duration: 23 Feb 201625 Feb 2016

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bamboo
reinforcement
slab
rice
crack
research work
steel
experiment
test

All Science Journal Classification (ASJC) codes

  • Environmental Science(all)
  • Earth and Planetary Sciences(all)

Cite this

@article{cedf2a2809fa431a934ba0719ea297f4,
title = "Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement",
abstract = "This paper investigate the performance of lightweight rice husk concrete (LWRHC) with varied bamboo reinforcement content for the concrete slab of 300mm × 300mm size reinforced 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 0.65 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 bamboo reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against bamboo diameters and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the bamboo reinforcement diameter and slab thickness. 5{\%} RH content exhibit better first and ultimate crack resistance up to 1.80 times and up to 1.72 times respectively against 10{\%} RH content.",
author = "{Che Muda}, Zakaria and Salmia Beddu and Agusril Syamsir and Ating, {Joshua Sigar} and {Mohd Kamal}, {Nur Liyana} and Mustapha, {Kamal Nasharuddin} and Sivadass Thiruchelvam and Fathoni Usman and Alam, {Md Ashraful} and {Hussien Birima}, Ahmed and Zaroog, {Omar Suliman}",
year = "2016",
month = "4",
day = "19",
doi = "10.1088/1755-1315/32/1/012020",
language = "English",
volume = "32",
journal = "IOP Conference Series: Earth and Environmental Science",
issn = "1755-1307",
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T1 - Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement

AU - Che Muda, Zakaria

AU - Beddu, Salmia

AU - Syamsir, Agusril

AU - Ating, Joshua Sigar

AU - Mohd Kamal, Nur Liyana

AU - Mustapha, Kamal Nasharuddin

AU - Thiruchelvam, Sivadass

AU - Usman, Fathoni

AU - Alam, Md Ashraful

AU - Hussien Birima, Ahmed

AU - Zaroog, Omar Suliman

PY - 2016/4/19

Y1 - 2016/4/19

N2 - This paper investigate the performance of lightweight rice husk concrete (LWRHC) with varied bamboo reinforcement content for the concrete slab of 300mm × 300mm size reinforced 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 0.65 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 bamboo reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against bamboo diameters and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the bamboo reinforcement diameter and slab thickness. 5% RH content exhibit better first and ultimate crack resistance up to 1.80 times and up to 1.72 times respectively against 10% RH content.

AB - This paper investigate the performance of lightweight rice husk concrete (LWRHC) with varied bamboo reinforcement content for the concrete slab of 300mm × 300mm size reinforced 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 0.65 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 bamboo reinforcement and slab thickness. A linear relationship has been established between first and ultimate crack resistance against bamboo diameters and slab thickness by the experiment. The linear relationship has also been established between the service (first) crack and ultimate crack resistance against the bamboo reinforcement diameter and slab thickness. 5% RH content exhibit better first and ultimate crack resistance up to 1.80 times and up to 1.72 times respectively against 10% RH content.

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JO - IOP Conference Series: Earth and Environmental Science

JF - IOP Conference Series: Earth and Environmental Science

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