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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Main Authors: 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
Format: Article
Language:English
English
Published: 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.
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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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