Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers
This research was carried out to investigate the effects of hooked-end steel fibers on compressive and flexural strength of concrete containing palm oil biomass clinker (POBC) as partial replacement of fine aggregates. The optimum percentage of POBC was taken as 10%, to replace natural sand on the b...
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| Language: | en |
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Penerbit UTHM
2018
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| Online Access: | http://umpir.ump.edu.my/id/eprint/23558/1/Compressive%20and%20Flexural%20Strength%20of%20Concrete.pdf http://umpir.ump.edu.my/id/eprint/23558/ http://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/2559 https://doi.org/10.30880/ijie.xx.xx.xxxx.xx.xxxx |
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| author | Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah |
| author_facet | Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah |
| author_sort | Mangi, Sajjad Ali |
| building | UMPSA Library |
| collection | Institutional Repository |
| content_provider | Universiti Malaysia Pahang Al-Sultan Abdullah |
| content_source | UMPSA Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | This research was carried out to investigate the effects of hooked-end steel fibers on compressive and flexural strength of concrete containing palm oil biomass clinker (POBC) as partial replacement of fine aggregates. The optimum percentage of POBC was taken as 10%, to replace natural sand on the basis of trial mixes. Due to the porous characteristic of POBC, hooked-end steel fibers were added to improve the flexural strength of concrete. For this research, the concrete mixture containing 10% of POBC with varying percentages of the hooked-end steel fibers i.e. 0.2%, 0.4% and 0.6% by weight was produced. Total 48 specimens were prepared, 24 concrete cubes for compressive strength and 24 prisms were prepared for flexural strength at 7 days and 28 days. Hence, it was evaluated that the reduction of workability in concrete with the addition of steel fibers. Furthermore, The maximum flexural strength were recorded as 2.54 MPa with 0.4% hooked-end steel fibers at 28days and maximum compressive strength of was recorded as 27.51 MPa with 0.6% hooked-end steel fibers at 28days. It is concluded that the hooked-end steel fibers has good potentiality to enhance the compressive as well as flexural strength of concrete. |
| format | Article |
| id | my.ump.umpir.23558 |
| institution | Universiti Malaysia Pahang |
| language | en |
| publishDate | 2018 |
| publisher | Penerbit UTHM |
| record_format | eprints |
| spelling | my.ump.umpir.235582020-05-31T04:45:33Z http://umpir.ump.edu.my/id/eprint/23558/ Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah TH Building construction This research was carried out to investigate the effects of hooked-end steel fibers on compressive and flexural strength of concrete containing palm oil biomass clinker (POBC) as partial replacement of fine aggregates. The optimum percentage of POBC was taken as 10%, to replace natural sand on the basis of trial mixes. Due to the porous characteristic of POBC, hooked-end steel fibers were added to improve the flexural strength of concrete. For this research, the concrete mixture containing 10% of POBC with varying percentages of the hooked-end steel fibers i.e. 0.2%, 0.4% and 0.6% by weight was produced. Total 48 specimens were prepared, 24 concrete cubes for compressive strength and 24 prisms were prepared for flexural strength at 7 days and 28 days. Hence, it was evaluated that the reduction of workability in concrete with the addition of steel fibers. Furthermore, The maximum flexural strength were recorded as 2.54 MPa with 0.4% hooked-end steel fibers at 28days and maximum compressive strength of was recorded as 27.51 MPa with 0.6% hooked-end steel fibers at 28days. It is concluded that the hooked-end steel fibers has good potentiality to enhance the compressive as well as flexural strength of concrete. Penerbit UTHM 2018-12-31 Article PeerReviewed pdf en cc_by_sa_4 http://umpir.ump.edu.my/id/eprint/23558/1/Compressive%20and%20Flexural%20Strength%20of%20Concrete.pdf Mangi, Sajjad Ali and Mohd Haziman, Wan Ibrahim and Mohd Baharudin, Ridzuan and Burhanudin, M. K. and Norwati, Jamaluddin and Kok, Hui Li and Shahiron, Shahidan and Faisal, Sheikh Khalid and Mohd Fadzil, Arshad and Putra Jaya, Ramadhansyah (2018) Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers. International Journal of Integrated Engineering, 10 (9). pp. 152-157. ISSN 2229-838X (Print); 2600-7916 (Online). (Published) http://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/2559 https://doi.org/10.30880/ijie.xx.xx.xxxx.xx.xxxx |
| spellingShingle | TH Building construction Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| title | Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| title_full | Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| title_fullStr | Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| title_full_unstemmed | Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| title_short | Compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| title_sort | compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers |
| topic | TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/23558/1/Compressive%20and%20Flexural%20Strength%20of%20Concrete.pdf http://umpir.ump.edu.my/id/eprint/23558/ http://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/2559 https://doi.org/10.30880/ijie.xx.xx.xxxx.xx.xxxx |
| url_provider | http://umpir.ump.edu.my/ |