Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement
This study investigates the potential of Tin Slag Polymer Concrete (TSPC) strengthening through confinement using basalt fiber reinforced polymer (BFRP) and aramid fiber reinforced polymer (AFRP) confinement. TSPC short cylindrical column samples have been wrapped with BFRP and AFRP in a single laye...
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Format: | Article |
Language: | English English |
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Prints Publications Private Limited
2022
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Online Access: | http://umpir.ump.edu.my/id/eprint/40022/1/Tin%20slag%20polymer%20concrete%20strengthening%20by%20basalt%20and%20aramid%20fiber%20reinforced%20polymer%20confinement.pdf http://umpir.ump.edu.my/id/eprint/40022/2/Tin%20slag%20polymer%20concrete%20strengthening%20by%20basalt%20and%20aramid%20fiber%20reinforced%20polymer%20confinement_ABS.pdf |
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author | Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit Selvi Binoj, Joseph Brailson Mansingh, Bright Siti Safarah, Amirnuddin Ali, Alamry Lim Goh, Kheng Nurhadiyanto, Didik |
author_facet | Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit Selvi Binoj, Joseph Brailson Mansingh, Bright Siti Safarah, Amirnuddin Ali, Alamry Lim Goh, Kheng Nurhadiyanto, Didik |
author_sort | Muhamad Soffi, Manda |
collection | UMP |
description | This study investigates the potential of Tin Slag Polymer Concrete (TSPC) strengthening through confinement using basalt fiber reinforced polymer (BFRP) and aramid fiber reinforced polymer (AFRP) confinement. TSPC short cylindrical column samples have been wrapped with BFRP and AFRP in a single layer (30 mm overlap) using Sikadur-330 epoxy and final samples were coded as TSPC-UC, TSPC-BF and TSPC-AF for unconfined, BFRP and AFRP for confined respectively. After curing for 30 days at room temperature, compressive test has been performed to know the strength, modulus, strain, fracture energy and failure modes of unconfined and confined TSPC. Test result shows that AFRP confinement (114.24 MPa) provide more upsurge in strength enhancement compared to BFRP (81.52 MPa). Fracture energy value of TSPC-AF (821.18 J) is higher than TSPC-BF (538.66 J), but compressive modulus of TSPC-AF (3.23 GPa) is lower than TSPC-BF (4.32 GPa). In addition, yield stress value of TSPC-AF (80.71 MPa) is higher than TSPC-BF (57.21 MPa). Moreover, stress-strain curve and failure mode has shown that TSPC-AF exhibit higher degree of brittleness compared to TSPC-BF. Finally, it is noticed that there are some similarities in strength augmentation of TSPC amid BFRP and glass fiber reinforced polymer (GFRP) as well as between AFRP and carbon fiber reinforced polymer (CFRP) confinement. |
first_indexed | 2024-03-06T13:13:00Z |
format | Article |
id | UMPir40022 |
institution | Universiti Malaysia Pahang |
language | English English |
last_indexed | 2024-03-06T13:13:00Z |
publishDate | 2022 |
publisher | Prints Publications Private Limited |
record_format | dspace |
spelling | UMPir400222024-01-16T01:56:00Z http://umpir.ump.edu.my/id/eprint/40022/ Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit Selvi Binoj, Joseph Brailson Mansingh, Bright Siti Safarah, Amirnuddin Ali, Alamry Lim Goh, Kheng Nurhadiyanto, Didik T Technology (General) TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery TL Motor vehicles. Aeronautics. Astronautics This study investigates the potential of Tin Slag Polymer Concrete (TSPC) strengthening through confinement using basalt fiber reinforced polymer (BFRP) and aramid fiber reinforced polymer (AFRP) confinement. TSPC short cylindrical column samples have been wrapped with BFRP and AFRP in a single layer (30 mm overlap) using Sikadur-330 epoxy and final samples were coded as TSPC-UC, TSPC-BF and TSPC-AF for unconfined, BFRP and AFRP for confined respectively. After curing for 30 days at room temperature, compressive test has been performed to know the strength, modulus, strain, fracture energy and failure modes of unconfined and confined TSPC. Test result shows that AFRP confinement (114.24 MPa) provide more upsurge in strength enhancement compared to BFRP (81.52 MPa). Fracture energy value of TSPC-AF (821.18 J) is higher than TSPC-BF (538.66 J), but compressive modulus of TSPC-AF (3.23 GPa) is lower than TSPC-BF (4.32 GPa). In addition, yield stress value of TSPC-AF (80.71 MPa) is higher than TSPC-BF (57.21 MPa). Moreover, stress-strain curve and failure mode has shown that TSPC-AF exhibit higher degree of brittleness compared to TSPC-BF. Finally, it is noticed that there are some similarities in strength augmentation of TSPC amid BFRP and glass fiber reinforced polymer (GFRP) as well as between AFRP and carbon fiber reinforced polymer (CFRP) confinement. Prints Publications Private Limited 2022 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/40022/1/Tin%20slag%20polymer%20concrete%20strengthening%20by%20basalt%20and%20aramid%20fiber%20reinforced%20polymer%20confinement.pdf pdf en http://umpir.ump.edu.my/id/eprint/40022/2/Tin%20slag%20polymer%20concrete%20strengthening%20by%20basalt%20and%20aramid%20fiber%20reinforced%20polymer%20confinement_ABS.pdf Muhamad Soffi, Manda and Mohd Ruzaimi, Mat Rejab and Shukur, Abu Hassan and Mat Uzir, Wahit and Selvi Binoj, Joseph and Brailson Mansingh, Bright and Siti Safarah, Amirnuddin and Ali, Alamry and Lim Goh, Kheng and Nurhadiyanto, Didik (2022) Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement. Journal of Polymer Materials, 39 (3-4). pp. 241-253. ISSN 0976-3449, 0973-8622. (Published) https://doi.org/10.32381/JPM.2022.39.3-4.5 https://doi.org/10.32381/JPM.2022.39.3-4.5 |
spellingShingle | T Technology (General) TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery TL Motor vehicles. Aeronautics. Astronautics Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit Selvi Binoj, Joseph Brailson Mansingh, Bright Siti Safarah, Amirnuddin Ali, Alamry Lim Goh, Kheng Nurhadiyanto, Didik Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
title | Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
title_full | Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
title_fullStr | Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
title_full_unstemmed | Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
title_short | Tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
title_sort | tin slag polymer concrete strengthening by basalt and aramid fiber reinforced polymer confinement |
topic | T Technology (General) TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery TL Motor vehicles. Aeronautics. Astronautics |
url | http://umpir.ump.edu.my/id/eprint/40022/1/Tin%20slag%20polymer%20concrete%20strengthening%20by%20basalt%20and%20aramid%20fiber%20reinforced%20polymer%20confinement.pdf http://umpir.ump.edu.my/id/eprint/40022/2/Tin%20slag%20polymer%20concrete%20strengthening%20by%20basalt%20and%20aramid%20fiber%20reinforced%20polymer%20confinement_ABS.pdf |
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