Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast
Three-dimensional (3D) numerical modelling of inverted-T shape reinforced concrete (RC) wall subjected to blast load is study in this paper. The walls have the same moment resistance with different steel reinforcement arrangements. It is subjected to 13.61 kg Trinitrotoluene (TNT) explosive at 1.21...
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| Format: | Conference or Workshop Item |
| Language: | en |
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IOP Publishing Ltd.
2021
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| Online Access: | http://umpir.ump.edu.my/id/eprint/32484/1/Numerical%20investigation%20of%20steel%20reinforcement%20arrangement%20in%20reinforced.pdf http://umpir.ump.edu.my/id/eprint/32484/ https://doi.org/10.1088/1755-1315/682/1/012039 |
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| author | Seman, M. A. Sharifah Maszura, Syed Mohsin Zaidi, A. M. A. Jaini, Z. M. |
| author_facet | Seman, M. A. Sharifah Maszura, Syed Mohsin Zaidi, A. M. A. Jaini, Z. M. |
| author_sort | Seman, M. A. |
| building | UMPSA Library |
| collection | Institutional Repository |
| content_provider | Universiti Malaysia Pahang Al-Sultan Abdullah |
| content_source | UMPSA Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Three-dimensional (3D) numerical modelling of inverted-T shape reinforced concrete (RC) wall subjected to blast load is study in this paper. The walls have the same moment resistance with different steel reinforcement arrangements. It is subjected to 13.61 kg Trinitrotoluene (TNT) explosive at 1.21 m standoff distance from the centre. The Arbitrary Lagrange Euler (ALE) solvers coupling approach is employed for the interface analysis between air and structure to simulate the damage mechanism in AUTODYN numerical commercial software. The numerical damage indicator indicated, with mesh dependency assessment, the damage pattern vs experimental appeared precisely on the steel reinforcement grid due to the smaller element size compared to the coarse element used. |
| format | Conference or Workshop Item |
| id | my.ump.umpir.32484 |
| institution | Universiti Malaysia Pahang |
| language | en |
| publishDate | 2021 |
| publisher | IOP Publishing Ltd. |
| record_format | eprints |
| spelling | my.ump.umpir.324842021-11-09T07:44:16Z http://umpir.ump.edu.my/id/eprint/32484/ Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast Seman, M. A. Sharifah Maszura, Syed Mohsin Zaidi, A. M. A. Jaini, Z. M. TA Engineering (General). Civil engineering (General) TH Building construction Three-dimensional (3D) numerical modelling of inverted-T shape reinforced concrete (RC) wall subjected to blast load is study in this paper. The walls have the same moment resistance with different steel reinforcement arrangements. It is subjected to 13.61 kg Trinitrotoluene (TNT) explosive at 1.21 m standoff distance from the centre. The Arbitrary Lagrange Euler (ALE) solvers coupling approach is employed for the interface analysis between air and structure to simulate the damage mechanism in AUTODYN numerical commercial software. The numerical damage indicator indicated, with mesh dependency assessment, the damage pattern vs experimental appeared precisely on the steel reinforcement grid due to the smaller element size compared to the coarse element used. IOP Publishing Ltd. 2021-02-27 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/32484/1/Numerical%20investigation%20of%20steel%20reinforcement%20arrangement%20in%20reinforced.pdf Seman, M. A. and Sharifah Maszura, Syed Mohsin and Zaidi, A. M. A. and Jaini, Z. M. (2021) Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast. In: IOP Conference Series: Earth and Environmental Science, 4th National Conference on Wind & Earthquake Engineering , 16-17 October 2020 , Putrajaya, Malaysia. pp. 1-8., 682 (012039). ISSN 1755-1307 (Published) https://doi.org/10.1088/1755-1315/682/1/012039 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TH Building construction Seman, M. A. Sharifah Maszura, Syed Mohsin Zaidi, A. M. A. Jaini, Z. M. Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| title | Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| title_full | Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| title_fullStr | Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| title_full_unstemmed | Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| title_short | Numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| title_sort | numerical investigation of steel reinforcement arrangement in reinforced concrete wall subjected to blast |
| topic | TA Engineering (General). Civil engineering (General) TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/32484/1/Numerical%20investigation%20of%20steel%20reinforcement%20arrangement%20in%20reinforced.pdf http://umpir.ump.edu.my/id/eprint/32484/ https://doi.org/10.1088/1755-1315/682/1/012039 |
| url_provider | http://umpir.ump.edu.my/ |