Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load

Numerical investigation becomes a highly demanding tool for the best design in engineering. With one validated numerical result available, further investigation is possible to conduct. Especially, for the expensive and limited access for civilian to conduct the test like a blast experiment. With the...

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Main Authors: M. A., Seman, Sharifah Maszura, Syed Mohsin, A.M.A., Zaidi, Z. M., Jaini
Format: Article
Language:English
Published: Penerbit UTHM 2022
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/35149/
http://umpir.ump.edu.my/id/eprint/35149/1/Numerical%20investigation%20on%20reduced%20moment%20resistance%20and%20increased%20reinforcement%20spacing%20in%20reinforced.pdf
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author M. A., Seman
Sharifah Maszura, Syed Mohsin
A.M.A., Zaidi
Z. M., Jaini
author_facet M. A., Seman
Sharifah Maszura, Syed Mohsin
A.M.A., Zaidi
Z. M., Jaini
author_sort M. A., Seman
building UMP Institutional Repository
collection Online Access
description Numerical investigation becomes a highly demanding tool for the best design in engineering. With one validated numerical result available, further investigation is possible to conduct. Especially, for the expensive and limited access for civilian to conduct the test like a blast experiment. With the capability of Arbitrary Lagrange Euler (ALE) solver coupling approach between structure and air in AUTODYN, a detail three-dimensional assessment for RC wall on reduced moment resistance and increased reinforcement spacing are conducted. The RC wall has a crosssectional dimension of 1829 mm x 1219 mm with wall thickness of 305 mm thickness of strip footing. It is subjected to 13.61 kg Trinitrotoluene (TNT) explosive at 1.21 m standoff distance from the centre. The numerical blast impact on RC wall indicated, although the horizontal and vertical flexural reinforcements are reduced from one of the simulated RC walls, it is capable of demonstrating an equivalent strength to the RC wall tested in the experiment.
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spelling ump-351492022-10-31T07:11:49Z http://umpir.ump.edu.my/id/eprint/35149/ Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load M. A., Seman Sharifah Maszura, Syed Mohsin A.M.A., Zaidi Z. M., Jaini T Technology (General) TA Engineering (General). Civil engineering (General) Numerical investigation becomes a highly demanding tool for the best design in engineering. With one validated numerical result available, further investigation is possible to conduct. Especially, for the expensive and limited access for civilian to conduct the test like a blast experiment. With the capability of Arbitrary Lagrange Euler (ALE) solver coupling approach between structure and air in AUTODYN, a detail three-dimensional assessment for RC wall on reduced moment resistance and increased reinforcement spacing are conducted. The RC wall has a crosssectional dimension of 1829 mm x 1219 mm with wall thickness of 305 mm thickness of strip footing. It is subjected to 13.61 kg Trinitrotoluene (TNT) explosive at 1.21 m standoff distance from the centre. The numerical blast impact on RC wall indicated, although the horizontal and vertical flexural reinforcements are reduced from one of the simulated RC walls, it is capable of demonstrating an equivalent strength to the RC wall tested in the experiment. Penerbit UTHM 2022 Article PeerReviewed pdf en cc_by_nc_sa_4 http://umpir.ump.edu.my/id/eprint/35149/1/Numerical%20investigation%20on%20reduced%20moment%20resistance%20and%20increased%20reinforcement%20spacing%20in%20reinforced.pdf M. A., Seman and Sharifah Maszura, Syed Mohsin and A.M.A., Zaidi and Z. M., Jaini (2022) Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load. International Journal of Integrated Engineering, 14 (1). pp. 353-362. ISSN 2229-838X. (Published) https://doi.org/10.30880/ijie.2022.14.01.032 https://doi.org/10.30880/ijie.2022.14.01.032
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
M. A., Seman
Sharifah Maszura, Syed Mohsin
A.M.A., Zaidi
Z. M., Jaini
Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
title Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
title_full Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
title_fullStr Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
title_full_unstemmed Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
title_short Numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
title_sort numerical investigation on reduced moment resistance and increased reinforcement spacing in reinforced concrete wall subjected to blast load
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/35149/
http://umpir.ump.edu.my/id/eprint/35149/
http://umpir.ump.edu.my/id/eprint/35149/
http://umpir.ump.edu.my/id/eprint/35149/1/Numerical%20investigation%20on%20reduced%20moment%20resistance%20and%20increased%20reinforcement%20spacing%20in%20reinforced.pdf