Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement
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 st...
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| Veröffentlicht in: | IOP conference series. Earth and environmental science 2016-03, Vol.32 (1), p.12020-12023 |
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| creator | Muda, Zakaria Che Beddu, Salmia Syamsir, Agusril Ating, Joshua Sigar Mohd Kamal, Nur Liyana Mustapha, Kamal Nasharuddin Thiruchelvam, Sivadass Usman, Fathoni Alam, Md Ashraful Birima, Ahmed H Zaroog, O S |
| description | 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. |
| doi_str_mv | 10.1088/1755-1315/32/1/012020 |
| format | Article |
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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.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/32/1/012020</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Bamboo ; Concrete ; Concrete slabs ; Crack propagation ; Cracks ; Diameters ; Drop tests ; Impact resistance ; Impact tests ; Projectiles ; Reinforcement ; Slabs ; Thickness ; Weight reduction</subject><ispartof>IOP conference series. Earth and environmental science, 2016-03, Vol.32 (1), p.12020-12023</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>2016. 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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.</description><subject>Bamboo</subject><subject>Concrete</subject><subject>Concrete slabs</subject><subject>Crack propagation</subject><subject>Cracks</subject><subject>Diameters</subject><subject>Drop tests</subject><subject>Impact resistance</subject><subject>Impact tests</subject><subject>Projectiles</subject><subject>Reinforcement</subject><subject>Slabs</subject><subject>Thickness</subject><subject>Weight reduction</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqNkV1LwzAUhosoOKc_QSh4oTezJ83nLt2YbjAQ5kDvQpamLnNtatMp_nszK1NExKuTj-c8cM4bRacILhEIkSBOaQ9hRBOcJigBlEIKe1Fn976_OwM_jI68XwEwTnC_Ez1MikrpJp4Zb32jSm3igVmqF-s2dezyeGofl018bz7KzIbv8cY_xUNX6to0Jn61zTIeqGLhXHDYMne1NoUpm-PoIFdrb04-azeaX4_mw3FvenszGV5Ne5ow0fQoSQVjwFMOLKeZYoAzQo3SwAEZYjDvcwxE5HpBESNZtlgAImGocBcAuBtdtNqqds8b4xtZWK_Neq1K4zZeIpFSwggX7B8oCA59km7Rsx_oKuyjDHPIoBNYYMp4oGhL6dp5X5tcVrUtVP0mEchtMnK7dblNQOJUItkmE_rO2z7rqi_xaHT3nZJVlgcS_UL-bX8H5DGZZQ</recordid><startdate>20160301</startdate><enddate>20160301</enddate><creator>Muda, Zakaria Che</creator><creator>Beddu, Salmia</creator><creator>Syamsir, Agusril</creator><creator>Ating, Joshua Sigar</creator><creator>Mohd Kamal, Nur Liyana</creator><creator>Mustapha, Kamal Nasharuddin</creator><creator>Thiruchelvam, Sivadass</creator><creator>Usman, Fathoni</creator><creator>Alam, Md Ashraful</creator><creator>Birima, Ahmed H</creator><creator>Zaroog, O S</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope><scope>7QH</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H97</scope><scope>L.G</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>H8D</scope><scope>KR7</scope><scope>L7M</scope></search><sort><creationdate>20160301</creationdate><title>Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement</title><author>Muda, Zakaria Che ; 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| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; Institute of Physics Open Access Journal Titles; IOPscience extra |
| subjects | Bamboo Concrete Concrete slabs Crack propagation Cracks Diameters Drop tests Impact resistance Impact tests Projectiles Reinforcement Slabs Thickness Weight reduction |
| title | Impact Resistance Behaviour of Light Weight Rice Husk Concrete with Bamboo Reinforcement |
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