Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength
This study investigates the strength enhancement of Tin Slag Polymer Concrete (TSPC) under hybrid GFRP and CFRP confinement in comparison with mono GFRP and CFRP confinement on TSPC circular short column samples. Hybrid FRP confinement is prepared by wrapping TSPC with GFRP followed by CFRP both 1 l...
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| Format: | Article |
| Language: | English |
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Blue Eyes Intelligence Engineering and Sciences Engineering and Sciences Publication
2023
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| Online Access: | http://umpir.ump.edu.my/id/eprint/40019/1/Effect%20of%20hybrid%20FRP%20confinement%20on%20tin%20slag%20polymer%20concrete%20compressive%20strength.pdf |
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| author | Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit |
| author_facet | Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit |
| author_sort | Muhamad Soffi, Manda |
| collection | UMP |
| description | This study investigates the strength enhancement of Tin Slag Polymer Concrete (TSPC) under hybrid GFRP and CFRP confinement in comparison with mono GFRP and CFRP confinement on TSPC circular short column samples. Hybrid FRP confinement is prepared by wrapping TSPC with GFRP followed by CFRP both 1 layer using epoxy Sikadur 330 as matrix binders with 50 mm overlap. Compression test was performed on unconfined TSPC (TSPC-UC), TSPC with GFRP confinement (TSPC-GF), TSPC with CFRP confinement (TSPC-CF) and TSPC with hybrid FRP confinement (TSPC-HB) with 1mm/ min loading rate. The test results have revealed that the ultimate strengths are 59.19 MPa (TSPC-UC), 85.54 MPa (TSPC-GF), 108.77 MPa (TSPC-CF) and 124.59 MPa (TSPC-HB). The corresponding compressive strain measured at ultimate compressive strength is 0.0300 (TSPC-UC), 0.0453 (TSPC-GF), 0.0398 (TSPC-CF) and 0.0588 (TSPC-HB). Stress versus strain curve has shown that compared to TSPC-UC, externally strengthen sample with GFRP, CFRP and Hybrid FRP have enhanced TSPC strength with slight different behavior. TSPC-GF has less strength enhancement with larger strain while TSPC-CF provide larger strength enhancement but with lower strain. However, TSPC-HB has shown the highest strength enhancement with larger strain benefit from combined GFRP and CFRP properties. Failure mode of hybrid FRP confinement on TSPC (TSPC-HB) has shown combination of both FRP components failure mode (TSPC-GF and TSPC-CF) as in rupture pattern and delamination. The results of this study has provide findings on the effect of hybrid FRP confinement on TSPC circular column sample in close expectation based on literatures. |
| first_indexed | 2024-03-06T13:12:59Z |
| format | Article |
| id | UMPir40019 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T13:12:59Z |
| publishDate | 2023 |
| publisher | Blue Eyes Intelligence Engineering and Sciences Engineering and Sciences Publication |
| record_format | dspace |
| spelling | UMPir400192024-01-16T01:11:08Z http://umpir.ump.edu.my/id/eprint/40019/ Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength Muhamad Soffi, Manda Mohd Ruzaimi, Mat Rejab Shukur, Abu Hassan Mat Uzir, Wahit T Technology (General) TA Engineering (General). Civil engineering (General) TJ Mechanical engineering and machinery TL Motor vehicles. Aeronautics. Astronautics This study investigates the strength enhancement of Tin Slag Polymer Concrete (TSPC) under hybrid GFRP and CFRP confinement in comparison with mono GFRP and CFRP confinement on TSPC circular short column samples. Hybrid FRP confinement is prepared by wrapping TSPC with GFRP followed by CFRP both 1 layer using epoxy Sikadur 330 as matrix binders with 50 mm overlap. Compression test was performed on unconfined TSPC (TSPC-UC), TSPC with GFRP confinement (TSPC-GF), TSPC with CFRP confinement (TSPC-CF) and TSPC with hybrid FRP confinement (TSPC-HB) with 1mm/ min loading rate. The test results have revealed that the ultimate strengths are 59.19 MPa (TSPC-UC), 85.54 MPa (TSPC-GF), 108.77 MPa (TSPC-CF) and 124.59 MPa (TSPC-HB). The corresponding compressive strain measured at ultimate compressive strength is 0.0300 (TSPC-UC), 0.0453 (TSPC-GF), 0.0398 (TSPC-CF) and 0.0588 (TSPC-HB). Stress versus strain curve has shown that compared to TSPC-UC, externally strengthen sample with GFRP, CFRP and Hybrid FRP have enhanced TSPC strength with slight different behavior. TSPC-GF has less strength enhancement with larger strain while TSPC-CF provide larger strength enhancement but with lower strain. However, TSPC-HB has shown the highest strength enhancement with larger strain benefit from combined GFRP and CFRP properties. Failure mode of hybrid FRP confinement on TSPC (TSPC-HB) has shown combination of both FRP components failure mode (TSPC-GF and TSPC-CF) as in rupture pattern and delamination. The results of this study has provide findings on the effect of hybrid FRP confinement on TSPC circular column sample in close expectation based on literatures. Blue Eyes Intelligence Engineering and Sciences Engineering and Sciences Publication 2023-06 Article PeerReviewed pdf en cc_by_nc_nd_4 http://umpir.ump.edu.my/id/eprint/40019/1/Effect%20of%20hybrid%20FRP%20confinement%20on%20tin%20slag%20polymer%20concrete%20compressive%20strength.pdf Muhamad Soffi, Manda and Mohd Ruzaimi, Mat Rejab and Shukur, Abu Hassan and Mat Uzir, Wahit (2023) Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength. International Journal of Engineering and Advanced Technology (IJEAT), 12 (5). pp. 119-126. ISSN 2249-8958 (Online). (Published) https://doi.org/10.35940/ijeat.E4196.0612523 https://doi.org/10.35940/ijeat.E4196.0612523 |
| 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 Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength |
| title | Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength |
| title_full | Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength |
| title_fullStr | Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength |
| title_full_unstemmed | Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength |
| title_short | Effect of hybrid FRP confinement on tin slag polymer concrete compressive strength |
| title_sort | effect of hybrid frp confinement on tin slag polymer concrete compressive strength |
| 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/40019/1/Effect%20of%20hybrid%20FRP%20confinement%20on%20tin%20slag%20polymer%20concrete%20compressive%20strength.pdf |
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