Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading
This paper presents the results of the experimental data and simulation on the performance of hybrid steel fiber reinforced concrete (HSFRC) and also normal reinforced concrete (NRC) subjected to air blast loading. HSFRC concrete mix consists of a combination of 70% long steel hook end fibre and als...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2013-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2013/420136 |
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| author | Mohammed Alias Yusof Norazman Mohamad Nor Ariffin Ismail Ng Choy Peng Risby Mohd Sohaimi Muhammad Azani Yahya |
| author_facet | Mohammed Alias Yusof Norazman Mohamad Nor Ariffin Ismail Ng Choy Peng Risby Mohd Sohaimi Muhammad Azani Yahya |
| author_sort | Mohammed Alias Yusof |
| collection | DOAJ |
| description | This paper presents the results of the experimental data and simulation on the performance of hybrid steel fiber reinforced concrete (HSFRC) and also normal reinforced concrete (NRC) subjected to air blast loading. HSFRC concrete mix consists of a combination of 70% long steel hook end fibre and also 30% of short steel hook end fibre with a volume fraction of 1.5% mix. A total of six concrete panels were subjected to air blast using plastic explosive (PE4) weighing 1 kg each at standoff distance of 0.3 meter. The parameters measured are mode of failure under static and blast loading and also peak overpressure that resulted from detonation using high speed data acquisition system. In addition to this simulation work using AUTODYN was carried out and validated using experimental data. The experimental results indicate that hybrid steel fiber reinforced concrete panel (HSFRC) possesses excellent resistance to air blast loading as compared to normal reinforced concrete (NRC) panel. The simulation results were also found to be close with experimental data. Therefore the results have been validated using experimental data. |
| format | Article |
| id | doaj-art-a0d132a971c840cfa0524b4f550f674d |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2013-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-a0d132a971c840cfa0524b4f550f674d2025-02-03T00:59:52ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422013-01-01201310.1155/2013/420136420136Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast LoadingMohammed Alias Yusof0Norazman Mohamad Nor1Ariffin Ismail2Ng Choy Peng3Risby Mohd Sohaimi4Muhammad Azani Yahya5Faculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi, 57000 Kuala Lumpur, MalaysiaFaculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi, 57000 Kuala Lumpur, MalaysiaFaculty of Defence Management and Studies, Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi, 57000 Kuala Lumpur, MalaysiaFaculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi, 57000 Kuala Lumpur, MalaysiaFaculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi, 57000 Kuala Lumpur, MalaysiaFaculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi, 57000 Kuala Lumpur, MalaysiaThis paper presents the results of the experimental data and simulation on the performance of hybrid steel fiber reinforced concrete (HSFRC) and also normal reinforced concrete (NRC) subjected to air blast loading. HSFRC concrete mix consists of a combination of 70% long steel hook end fibre and also 30% of short steel hook end fibre with a volume fraction of 1.5% mix. A total of six concrete panels were subjected to air blast using plastic explosive (PE4) weighing 1 kg each at standoff distance of 0.3 meter. The parameters measured are mode of failure under static and blast loading and also peak overpressure that resulted from detonation using high speed data acquisition system. In addition to this simulation work using AUTODYN was carried out and validated using experimental data. The experimental results indicate that hybrid steel fiber reinforced concrete panel (HSFRC) possesses excellent resistance to air blast loading as compared to normal reinforced concrete (NRC) panel. The simulation results were also found to be close with experimental data. Therefore the results have been validated using experimental data.http://dx.doi.org/10.1155/2013/420136 |
| spellingShingle | Mohammed Alias Yusof Norazman Mohamad Nor Ariffin Ismail Ng Choy Peng Risby Mohd Sohaimi Muhammad Azani Yahya Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading Advances in Materials Science and Engineering |
| title | Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading |
| title_full | Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading |
| title_fullStr | Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading |
| title_full_unstemmed | Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading |
| title_short | Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading |
| title_sort | performance of hybrid steel fibers reinforced concrete subjected to air blast loading |
| url | http://dx.doi.org/10.1155/2013/420136 |
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