Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis

Thin-walled cylindrical shell storage tanks are pressure vessels in which the walls of the vessel have a thickness that is much smaller than the overall size of the vessel. These types of structures have global applications in various industries, including oil refineries and petrochemical plants. Ho...

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Autores principales: Ahmad Mahamad Al-Yacouby, Lo Jia Hao, M. S. Liew, R. M. Chandima Ratnayake, Samindi M. K. Samarakoon
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:db644b5e258440d28ce97e336f7db5c12021-11-25T18:16:21ZThin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis10.3390/ma142271001996-1944https://doaj.org/article/db644b5e258440d28ce97e336f7db5c12021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/22/7100https://doaj.org/toc/1996-1944Thin-walled cylindrical shell storage tanks are pressure vessels in which the walls of the vessel have a thickness that is much smaller than the overall size of the vessel. These types of structures have global applications in various industries, including oil refineries and petrochemical plants. However, these storage tanks are vulnerable to fire and explosions. Therefore, a parametric study using numerical simulation was carried out, considering the internal liquid level, wall thickness, material yield strength, constraint conditions, and blast intensity, with a diameter of 100 m and height of 22.5 m under different blast loads using the finite element analysis method. The thickness of the tank wall is varied as 10 mm, 20 mm, 30 mm, and 40 mm, while the fill level of internal fluid is varied as 25, 50, 75, and 100%. The blast simulation was conducted using LS-DYNA software. The numerical results are then compared with analytical results. The effects of blast intensity, standoff distance, wall thickness, and fill level of internal fluid on the structural behaviour of the storage tank were investigated and discussed.Ahmad Mahamad Al-YacoubyLo Jia HaoM. S. LiewR. M. Chandima RatnayakeSamindi M. K. SamarakoonMDPI AGarticlethin-walled cylindrical shellstorage tankblast impactsTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 7100, p 7100 (2021)
institution DOAJ
collection DOAJ
language EN
topic thin-walled cylindrical shell
storage tank
blast impacts
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle thin-walled cylindrical shell
storage tank
blast impacts
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Ahmad Mahamad Al-Yacouby
Lo Jia Hao
M. S. Liew
R. M. Chandima Ratnayake
Samindi M. K. Samarakoon
Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis
description Thin-walled cylindrical shell storage tanks are pressure vessels in which the walls of the vessel have a thickness that is much smaller than the overall size of the vessel. These types of structures have global applications in various industries, including oil refineries and petrochemical plants. However, these storage tanks are vulnerable to fire and explosions. Therefore, a parametric study using numerical simulation was carried out, considering the internal liquid level, wall thickness, material yield strength, constraint conditions, and blast intensity, with a diameter of 100 m and height of 22.5 m under different blast loads using the finite element analysis method. The thickness of the tank wall is varied as 10 mm, 20 mm, 30 mm, and 40 mm, while the fill level of internal fluid is varied as 25, 50, 75, and 100%. The blast simulation was conducted using LS-DYNA software. The numerical results are then compared with analytical results. The effects of blast intensity, standoff distance, wall thickness, and fill level of internal fluid on the structural behaviour of the storage tank were investigated and discussed.
format article
author Ahmad Mahamad Al-Yacouby
Lo Jia Hao
M. S. Liew
R. M. Chandima Ratnayake
Samindi M. K. Samarakoon
author_facet Ahmad Mahamad Al-Yacouby
Lo Jia Hao
M. S. Liew
R. M. Chandima Ratnayake
Samindi M. K. Samarakoon
author_sort Ahmad Mahamad Al-Yacouby
title Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis
title_short Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis
title_full Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis
title_fullStr Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis
title_full_unstemmed Thin-Walled Cylindrical Shell Storage Tank under Blast Impacts: Finite Element Analysis
title_sort thin-walled cylindrical shell storage tank under blast impacts: finite element analysis
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/db644b5e258440d28ce97e336f7db5c1
work_keys_str_mv AT ahmadmahamadalyacouby thinwalledcylindricalshellstoragetankunderblastimpactsfiniteelementanalysis
AT lojiahao thinwalledcylindricalshellstoragetankunderblastimpactsfiniteelementanalysis
AT msliew thinwalledcylindricalshellstoragetankunderblastimpactsfiniteelementanalysis
AT rmchandimaratnayake thinwalledcylindricalshellstoragetankunderblastimpactsfiniteelementanalysis
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