Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete
This study investigated the combine effect of 0.2 % drink cans and steel fibers with volume fractions of 0%, 0.5%, 1%, 1.5%, 2%, 2.5% and 3% to the mechanical properties and impact resistance of concrete. Hooked-end steel fiber with 30 mm and 0.75 mm length and diameter, respectively was selected fo...
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2023
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my.uniten.dspace-254152023-05-29T16:09:08Z Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete Syamsir A. Mubin S.M. Nor N.M. Anggraini V. Nagappan S. Sofan A.M. Muda Z.C. 57195320482 57196451889 42262394000 35072537800 57219422384 57219411783 55812444000 This study investigated the combine effect of 0.2 % drink cans and steel fibers with volume fractions of 0%, 0.5%, 1%, 1.5%, 2%, 2.5% and 3% to the mechanical properties and impact resistance of concrete. Hooked-end steel fiber with 30 mm and 0.75 mm length and diameter, respectively was selected for this study. The drinks cans fiber were twisted manually in order to increase friction between fiber and concrete. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the strength performance of concrete, especially the compressive strength, flexural strength and indirect tensile strength. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the compressive strength, flexural strength and indirect tensile strength by 2.3, 7, and 2 times as compare to batch 1, respectively. Moreover, the impact resistance of fiber reinforced concrete has increase by 7 times as compared to non-fiber concretes. Moreover, the impact resistance of fiber reinforced concrete consistently gave better results as compared to non-fiber concretes. The fiber reinforced concrete turned more ductile as the dosage of fibers was increased and ductility started to decrease slightly after optimum fiber dosage was reached. It was found that concrete with combination of 2% steel and 0.2% drink cans fibers showed the highest compressive, split tensile, flexural as well as impact strength. � The Authors 2020. Final 2023-05-29T08:09:08Z 2023-05-29T08:09:08Z 2020 Article 10.15282/JMES.14.2.2020.15.0527 2-s2.0-85092609791 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85092609791&doi=10.15282%2fJMES.14.2.2020.15.0527&partnerID=40&md5=531518a354961c54d8250d5c615e4771 https://irepository.uniten.edu.my/handle/123456789/25415 14 2 6734 6742 Universiti Malaysia Pahang Scopus |
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This study investigated the combine effect of 0.2 % drink cans and steel fibers with volume fractions of 0%, 0.5%, 1%, 1.5%, 2%, 2.5% and 3% to the mechanical properties and impact resistance of concrete. Hooked-end steel fiber with 30 mm and 0.75 mm length and diameter, respectively was selected for this study. The drinks cans fiber were twisted manually in order to increase friction between fiber and concrete. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the strength performance of concrete, especially the compressive strength, flexural strength and indirect tensile strength. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the compressive strength, flexural strength and indirect tensile strength by 2.3, 7, and 2 times as compare to batch 1, respectively. Moreover, the impact resistance of fiber reinforced concrete has increase by 7 times as compared to non-fiber concretes. Moreover, the impact resistance of fiber reinforced concrete consistently gave better results as compared to non-fiber concretes. The fiber reinforced concrete turned more ductile as the dosage of fibers was increased and ductility started to decrease slightly after optimum fiber dosage was reached. It was found that concrete with combination of 2% steel and 0.2% drink cans fibers showed the highest compressive, split tensile, flexural as well as impact strength. � The Authors 2020. |
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57195320482 |
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57195320482 Syamsir A. Mubin S.M. Nor N.M. Anggraini V. Nagappan S. Sofan A.M. Muda Z.C. |
| format |
Article |
| author |
Syamsir A. Mubin S.M. Nor N.M. Anggraini V. Nagappan S. Sofan A.M. Muda Z.C. |
| spellingShingle |
Syamsir A. Mubin S.M. Nor N.M. Anggraini V. Nagappan S. Sofan A.M. Muda Z.C. Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| author_sort |
Syamsir A. |
| title |
Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| title_short |
Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| title_full |
Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| title_fullStr |
Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| title_full_unstemmed |
Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| title_sort |
effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete |
| publisher |
Universiti Malaysia Pahang |
| publishDate |
2023 |
| _version_ |
1806426515688128512 |
| score |
13.211869 |