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...
محفوظ في:
المؤلفون الرئيسيون: | Seman, M. A., Sharifah Maszura, Syed Mohsin, Zaidi, A. M. A., Jaini, Z. M. |
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التنسيق: | Conference or Workshop Item |
اللغة: | English |
منشور في: |
IOP Publishing Ltd.
2021
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الموضوعات: | |
الوصول للمادة أونلاين: | 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 |
الوسوم: |
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مواد مشابهة
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بواسطة: M. A., Seman, وآخرون
منشور في: (2022) -
Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
بواسطة: Seman, M. A., وآخرون
منشور في: (2022)