Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads

This paper study the failure of stiffened steel plates subjected to near-filed blast loads using finite element (FE) analysis. Half-symmetry 3D FE models were developed using Abaqus for unstiffened and stiffened steel plates with different stiffeners configurations and sizes were used using solid br...

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Main Authors: Nurul Syafiqah, Abdul Razak, Aizat, Alias, Nor Maslina, Mohsan, Siti Aliyyah, Masjuki
Format: Article
Language:English
English
Published: Springer Nature 2023
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/41833/1/Numerical%20Investigation%20of%20the%20Failure%20of%20Stiffened%20Steel%20Plates.pdf
http://umpir.ump.edu.my/id/eprint/41833/2/Numerical%20Investigation%20of%20the%20Failure%20of%20Stiffened%20Steel%20Plates%20Subjected%20to%20Near-Field%20Blast%20Loads.pdf
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author Nurul Syafiqah, Abdul Razak
Aizat, Alias
Nor Maslina, Mohsan
Siti Aliyyah, Masjuki
author_facet Nurul Syafiqah, Abdul Razak
Aizat, Alias
Nor Maslina, Mohsan
Siti Aliyyah, Masjuki
author_sort Nurul Syafiqah, Abdul Razak
collection UMP
description This paper study the failure of stiffened steel plates subjected to near-filed blast loads using finite element (FE) analysis. Half-symmetry 3D FE models were developed using Abaqus for unstiffened and stiffened steel plates with different stiffeners configurations and sizes were used using solid brick elements. The behaviour of steel plates was modelled using classical plasticity constitutive equation, and the failure of the plates was modelled using ductile damage criterion. The influence of strain rates was considered using the Cowper–Symonds equation. The blast loads were applied using CONWEP function in Abaqus. The FE model of unstiffened plates was verified and validated against experimental data from literature where a good agreement was achieved. The FE model then was extended to incorporate different sizes and configurations of stiffeners. The study observed that stiffened steel plate tends to fail at lower blast pressure. The failure is influenced by the position and arrangement of stiffeners with respect to the size of stiffeners. Two new sub-modes of failure for stiffened steel plates are proposed namely Mode II*s and Mode IIs for partial plate tearing along stiffener and rupture of stiffener, respectively.
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spelling UMPir418332024-07-10T00:35:12Z http://umpir.ump.edu.my/id/eprint/41833/ Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads Nurul Syafiqah, Abdul Razak Aizat, Alias Nor Maslina, Mohsan Siti Aliyyah, Masjuki TA Engineering (General). Civil engineering (General) This paper study the failure of stiffened steel plates subjected to near-filed blast loads using finite element (FE) analysis. Half-symmetry 3D FE models were developed using Abaqus for unstiffened and stiffened steel plates with different stiffeners configurations and sizes were used using solid brick elements. The behaviour of steel plates was modelled using classical plasticity constitutive equation, and the failure of the plates was modelled using ductile damage criterion. The influence of strain rates was considered using the Cowper–Symonds equation. The blast loads were applied using CONWEP function in Abaqus. The FE model of unstiffened plates was verified and validated against experimental data from literature where a good agreement was achieved. The FE model then was extended to incorporate different sizes and configurations of stiffeners. The study observed that stiffened steel plate tends to fail at lower blast pressure. The failure is influenced by the position and arrangement of stiffeners with respect to the size of stiffeners. Two new sub-modes of failure for stiffened steel plates are proposed namely Mode II*s and Mode IIs for partial plate tearing along stiffener and rupture of stiffener, respectively. Springer Nature 2023 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/41833/1/Numerical%20Investigation%20of%20the%20Failure%20of%20Stiffened%20Steel%20Plates.pdf pdf en http://umpir.ump.edu.my/id/eprint/41833/2/Numerical%20Investigation%20of%20the%20Failure%20of%20Stiffened%20Steel%20Plates%20Subjected%20to%20Near-Field%20Blast%20Loads.pdf Nurul Syafiqah, Abdul Razak and Aizat, Alias and Nor Maslina, Mohsan and Siti Aliyyah, Masjuki (2023) Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads. Journal of Failure Analysis and Prevention, 23 (2). pp. 569-591. ISSN 1547-7029. (Published) https://doi.org/10.1007/s11668-023-01628-5 10.1007/s11668-023-01628-5
spellingShingle TA Engineering (General). Civil engineering (General)
Nurul Syafiqah, Abdul Razak
Aizat, Alias
Nor Maslina, Mohsan
Siti Aliyyah, Masjuki
Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
title Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
title_full Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
title_fullStr Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
title_full_unstemmed Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
title_short Numerical Investigation of the Failure of Stiffened Steel Plates Subjected to Near-Field Blast Loads
title_sort numerical investigation of the failure of stiffened steel plates subjected to near field blast loads
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/41833/1/Numerical%20Investigation%20of%20the%20Failure%20of%20Stiffened%20Steel%20Plates.pdf
http://umpir.ump.edu.my/id/eprint/41833/2/Numerical%20Investigation%20of%20the%20Failure%20of%20Stiffened%20Steel%20Plates%20Subjected%20to%20Near-Field%20Blast%20Loads.pdf
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