High tensile bollard structure using macro synthetic fiber

The usage of bollard is very important in protecting buildings. It can prevent vehicles from passing through the building. But the public now is less sensitive about the use of bollards. They assume the use of bollard is wasteful and for aesthetic only. Therefore, most buildings did not install bo...

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Main Authors: Muhamad Azani Yahya, Mohammed Alias Yusof, Vikneswaran Munikanan, Siti Khadijah Che Osmi, Nordila Ahmad, Jestin Jelani
Format: Article
Language:English
Published: Penerbit Universiti Kebangsaan Malaysia 2021
Online Access:http://journalarticle.ukm.my/19086/
http://journalarticle.ukm.my/19086/1/06.pdf
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author Muhamad Azani Yahya,
Mohammed Alias Yusof,
Vikneswaran Munikanan,
Siti Khadijah Che Osmi,
Nordila Ahmad,
Jestin Jelani,
author_facet Muhamad Azani Yahya,
Mohammed Alias Yusof,
Vikneswaran Munikanan,
Siti Khadijah Che Osmi,
Nordila Ahmad,
Jestin Jelani,
author_sort Muhamad Azani Yahya,
building UKM Institutional Repository
collection Online Access
description The usage of bollard is very important in protecting buildings. It can prevent vehicles from passing through the building. But the public now is less sensitive about the use of bollards. They assume the use of bollard is wasteful and for aesthetic only. Therefore, most buildings did not install bollards to protect the building. Besides that, there are also mounted bollards installed that are inappropriate to that place. For example, some bollards installed around buildings are not concrete type that can withstand strong impacts. Furthermore, some important and historic buildings need to install an explosive-proof type of bollard as building protection. The methods used for this research were non-destructive test and destructive test. Non-destructive test is slump test and destructive tests are compression test, tensile test, flexural test, and air blast test. Seven mix were used and tested in this research. From the compression test result, it shows that concrete mixed with 0.5% of macro synthetic is much stronger than control sample and other mixtures. From the tensile test, it shows that the control sample of the concrete achieved tensile strength of 3.48 N/mm2 while the mixed concrete with 0.5 % mix of macro synthetic fiber gave higher tensile strength. The flexural test shows that the concrete mixed with percentage ratio of 0.5%, 1.0%, and 1.5% of macro synthetic fiber gave higher strength than the control sample which is only 2.77 N/mm2. Based on experiments that have been carried out, it can fulfil objective one, which is to evaluate the type of blast safety for building envelope with the concrete bollard grade 30. Quality of concrete in terms of strength, tensile, and flexure of the proposed material with 0.5% of macro synthetic fiber can produce the same quality and meets the quality grade C30 concrete.
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spelling oai:generic.eprints.org:190862022-07-26T04:29:05Z http://journalarticle.ukm.my/19086/ High tensile bollard structure using macro synthetic fiber Muhamad Azani Yahya, Mohammed Alias Yusof, Vikneswaran Munikanan, Siti Khadijah Che Osmi, Nordila Ahmad, Jestin Jelani, The usage of bollard is very important in protecting buildings. It can prevent vehicles from passing through the building. But the public now is less sensitive about the use of bollards. They assume the use of bollard is wasteful and for aesthetic only. Therefore, most buildings did not install bollards to protect the building. Besides that, there are also mounted bollards installed that are inappropriate to that place. For example, some bollards installed around buildings are not concrete type that can withstand strong impacts. Furthermore, some important and historic buildings need to install an explosive-proof type of bollard as building protection. The methods used for this research were non-destructive test and destructive test. Non-destructive test is slump test and destructive tests are compression test, tensile test, flexural test, and air blast test. Seven mix were used and tested in this research. From the compression test result, it shows that concrete mixed with 0.5% of macro synthetic is much stronger than control sample and other mixtures. From the tensile test, it shows that the control sample of the concrete achieved tensile strength of 3.48 N/mm2 while the mixed concrete with 0.5 % mix of macro synthetic fiber gave higher tensile strength. The flexural test shows that the concrete mixed with percentage ratio of 0.5%, 1.0%, and 1.5% of macro synthetic fiber gave higher strength than the control sample which is only 2.77 N/mm2. Based on experiments that have been carried out, it can fulfil objective one, which is to evaluate the type of blast safety for building envelope with the concrete bollard grade 30. Quality of concrete in terms of strength, tensile, and flexure of the proposed material with 0.5% of macro synthetic fiber can produce the same quality and meets the quality grade C30 concrete. Penerbit Universiti Kebangsaan Malaysia 2021 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/19086/1/06.pdf Muhamad Azani Yahya, and Mohammed Alias Yusof, and Vikneswaran Munikanan, and Siti Khadijah Che Osmi, and Nordila Ahmad, and Jestin Jelani, (2021) High tensile bollard structure using macro synthetic fiber. Jurnal Kejuruteraan, 4 (2(SI)). pp. 39-44. ISSN 0128-0198 https://www.ukm.my/jkukm/si-42-2021/
spellingShingle Muhamad Azani Yahya,
Mohammed Alias Yusof,
Vikneswaran Munikanan,
Siti Khadijah Che Osmi,
Nordila Ahmad,
Jestin Jelani,
High tensile bollard structure using macro synthetic fiber
title High tensile bollard structure using macro synthetic fiber
title_full High tensile bollard structure using macro synthetic fiber
title_fullStr High tensile bollard structure using macro synthetic fiber
title_full_unstemmed High tensile bollard structure using macro synthetic fiber
title_short High tensile bollard structure using macro synthetic fiber
title_sort high tensile bollard structure using macro synthetic fiber
url http://journalarticle.ukm.my/19086/
http://journalarticle.ukm.my/19086/
http://journalarticle.ukm.my/19086/1/06.pdf