Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading

ABAQUS; Crashworthiness; Loading; Loads (forces); Structural design; Bending resistance; Bending resistance- quasi-static; Flexural; Maximum forces; Performance; Quasi-static; Structure performance; Third phase; Top hat; Top-hat- energy absorption; Energy absorption

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Bibliographic Details
Main Authors: Abdulqadir S.F., Bassam A., Ansari M.N.M., Shareef R.S.
Other Authors: 57205063969
Format: Conference Paper
Published: Elsevier Ltd 2023
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spelling my.uniten.dspace-265562023-05-29T17:11:55Z Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading Abdulqadir S.F. Bassam A. Ansari M.N.M. Shareef R.S. 57205063969 57221754632 55489853600 57220203284 ABAQUS; Crashworthiness; Loading; Loads (forces); Structural design; Bending resistance; Bending resistance- quasi-static; Flexural; Maximum forces; Performance; Quasi-static; Structure performance; Third phase; Top hat; Top-hat- energy absorption; Energy absorption This paper presents the study of the open-top hat structure subjected to quasi-static loading. The finite element models have been carried out using the nonlinear finite element ABAQUS. The open-top hat structure is mainly used as an energy absorber or as a B-pillar in the side of the car. The B-pillar is usually subjected to a flexural (bending) loading. In this study, the open-top hat structure was used to eliminate the effect of the closure plate on the performance, and to establish the effect of changing the dimensions of the face and web sides on the performance. Despite changing the dimensions of the face and web sides, the perimeter of the open-top hat structure was preserved. The study procedure is divided into three phases. The first phase includes changing the length of the sides of the structure to determine the best dimensions in terms of energy absorption (EA) and the maximum peak force and hence the bending resistance of the structure that represents the higher performance of the structure. The second phase uses different angles between the face side and the web side to determine the effect of angle on the structure performance. The third phase includes changing the top and bottom arc sizes with different values to verify their effect on the structure crashworthiness performance. The results of the first and second phases have shown that the T2 design with a side angle of 94 has an outstanding crashworthiness performance and therefore was the selected to be further enhanced in the third phase. The third phase uses a wide range of the top and bottom arc dimensions to optimise the performance of the structure further. The design R1212 has shown the best performance. It has 14.5% more energy absorption, and 18.8% higher mean load when compared to T2-94. � 2021 Elsevier Ltd. All rights reserved. Final 2023-05-29T09:11:55Z 2023-05-29T09:11:55Z 2021 Conference Paper 10.1016/j.matpr.2020.12.736 2-s2.0-85104008117 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85104008117&doi=10.1016%2fj.matpr.2020.12.736&partnerID=40&md5=04cd9db41096f395663f356957229ecf https://irepository.uniten.edu.my/handle/123456789/26556 42 2866 2872 Elsevier Ltd Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description ABAQUS; Crashworthiness; Loading; Loads (forces); Structural design; Bending resistance; Bending resistance- quasi-static; Flexural; Maximum forces; Performance; Quasi-static; Structure performance; Third phase; Top hat; Top-hat- energy absorption; Energy absorption
author2 57205063969
author_facet 57205063969
Abdulqadir S.F.
Bassam A.
Ansari M.N.M.
Shareef R.S.
format Conference Paper
author Abdulqadir S.F.
Bassam A.
Ansari M.N.M.
Shareef R.S.
spellingShingle Abdulqadir S.F.
Bassam A.
Ansari M.N.M.
Shareef R.S.
Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
author_sort Abdulqadir S.F.
title Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
title_short Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
title_full Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
title_fullStr Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
title_full_unstemmed Effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
title_sort effect of the web, face sides and arc's dimensions on the open top-hat structure performance subjected to a flexural static loading
publisher Elsevier Ltd
publishDate 2023
_version_ 1806423428099473408
score 13.211869