Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load
The impact damage of reinforced concrete beams subjected to low velocity impact loading at the ultimate load range are explored. In this study, an impact tests is carried out on reinforced concrete beam consisting Modified Artificial Polyethylene Aggregate (MAPEA), where, an approximately 1...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
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Construction Research Institute of Malaysia (CREAM)
2018
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| Online Access: | http://eprints.uthm.edu.my/3635/ http://eprints.uthm.edu.my/3635/1/AJ%202019%20%28157%29.pdf |
| _version_ | 1848888073600892928 |
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| author | Mokhatar, Shahrul Niza Mohd Zuki, Sharifah Salwa Hadipramana, Josef Kamarudin, Ahmad Fahmy Md Noh, Mohammad Soffi Mustafa, Mohamed Muftah Norshahimi, Nurul Shazlin |
| author_facet | Mokhatar, Shahrul Niza Mohd Zuki, Sharifah Salwa Hadipramana, Josef Kamarudin, Ahmad Fahmy Md Noh, Mohammad Soffi Mustafa, Mohamed Muftah Norshahimi, Nurul Shazlin |
| author_sort | Mokhatar, Shahrul Niza |
| building | UTHM Institutional Repository |
| collection | Online Access |
| description | The impact damage of reinforced concrete beams subjected to low velocity impact loading at the ultimate load range are explored. In this study, an impact tests is carried out on reinforced concrete beam consisting Modified Artificial Polyethylene Aggregate (MAPEA), where, an approximately 100 kg of impact weight were dropped three times onto the beam specimens until its fails. The waste plastic bags, that encapsulated by glass powder as known as MAPEA were used as the replacement of coarse aggregate. There are twelve beam specimens of size 120 mm x 150 mm x 800 mm are categorized into three groups, where each group consists of 4 specimens. The three groups denoted as normal reinforced concrete (NRC), reinforced concrete with MAPEA concrete block infill (RCAI) and reinforced concrete with 9% of MAPEA as a coarse aggregate (RC9A). All specimens were tested under low velocity impact loads under 0.32 m and 1.54 m (2.5 m/s & 5.5 m/s velocities) drop height of impact weight. The comparisons were made between the three types of beams under the aspect of failure (shear and flexural) and its final displacement. The result of the laboratory test showed that the RC9A beams produced less crack and low value of residual displacement. |
| first_indexed | 2025-11-15T20:04:29Z |
| format | Article |
| id | uthm-3635 |
| institution | Universiti Tun Hussein Onn Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T20:04:29Z |
| publishDate | 2018 |
| publisher | Construction Research Institute of Malaysia (CREAM) |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uthm-36352021-11-21T04:11:11Z http://eprints.uthm.edu.my/3635/ Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load Mokhatar, Shahrul Niza Mohd Zuki, Sharifah Salwa Hadipramana, Josef Kamarudin, Ahmad Fahmy Md Noh, Mohammad Soffi Mustafa, Mohamed Muftah Norshahimi, Nurul Shazlin TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction The impact damage of reinforced concrete beams subjected to low velocity impact loading at the ultimate load range are explored. In this study, an impact tests is carried out on reinforced concrete beam consisting Modified Artificial Polyethylene Aggregate (MAPEA), where, an approximately 100 kg of impact weight were dropped three times onto the beam specimens until its fails. The waste plastic bags, that encapsulated by glass powder as known as MAPEA were used as the replacement of coarse aggregate. There are twelve beam specimens of size 120 mm x 150 mm x 800 mm are categorized into three groups, where each group consists of 4 specimens. The three groups denoted as normal reinforced concrete (NRC), reinforced concrete with MAPEA concrete block infill (RCAI) and reinforced concrete with 9% of MAPEA as a coarse aggregate (RC9A). All specimens were tested under low velocity impact loads under 0.32 m and 1.54 m (2.5 m/s & 5.5 m/s velocities) drop height of impact weight. The comparisons were made between the three types of beams under the aspect of failure (shear and flexural) and its final displacement. The result of the laboratory test showed that the RC9A beams produced less crack and low value of residual displacement. Construction Research Institute of Malaysia (CREAM) 2018 Article PeerReviewed text en http://eprints.uthm.edu.my/3635/1/AJ%202019%20%28157%29.pdf Mokhatar, Shahrul Niza and Mohd Zuki, Sharifah Salwa and Hadipramana, Josef and Kamarudin, Ahmad Fahmy and Md Noh, Mohammad Soffi and Mustafa, Mohamed Muftah and Norshahimi, Nurul Shazlin (2018) Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load. MCRJ Special Issue, 4 (2). pp. 184-192. ISSN 19853807 |
| spellingShingle | TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Mokhatar, Shahrul Niza Mohd Zuki, Sharifah Salwa Hadipramana, Josef Kamarudin, Ahmad Fahmy Md Noh, Mohammad Soffi Mustafa, Mohamed Muftah Norshahimi, Nurul Shazlin Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load |
| title | Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load |
| title_full | Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load |
| title_fullStr | Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load |
| title_full_unstemmed | Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load |
| title_short | Damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (MAPEA) under low impact load |
| title_sort | damage of reinforced concrete beams consisting modified artificial polyethylene aggregate (mapea) under low impact load |
| topic | TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction |
| url | http://eprints.uthm.edu.my/3635/ http://eprints.uthm.edu.my/3635/1/AJ%202019%20%28157%29.pdf |