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...

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Main Authors: Mokhatar, Shahrul Niza, Mohd Zuki, Sharifah Salwa, Hadipramana, Josef, Kamarudin, Ahmad Fahmy, Md Noh, Mohammad Soffi, Mustafa, Mohamed Muftah, Norshahimi, Nurul Shazlin
Format: Article
Language:en
Published: Construction Research Institute of Malaysia (CREAM) 2018
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Online Access:http://eprints.uthm.edu.my/3635/1/AJ%202019%20%28157%29.pdf
http://eprints.uthm.edu.my/3635/
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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 Library
collection Institutional Repository
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
continent Asia
country Malaysia
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.
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publisher Construction Research Institute of Malaysia (CREAM)
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spelling my.uthm.eprints-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/3635/1/AJ%202019%20%28157%29.pdf
http://eprints.uthm.edu.my/3635/
url_provider http://eprints.uthm.edu.my/