Item type |
デフォルトアイテムタイプ_(フル)(1) |
公開日 |
2024-12-17 |
タイトル |
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タイトル |
Buckling and collapse analysis of a cracked panel under a sequence of tensile to compressive load employing a shell-solid mixed finite element modeling |
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言語 |
en |
作成者 |
Tanaka, Satoyuki
Sujiatanti, Septia Hardy
Setoyama, Yu
Yu, Ji
Yanagihara, Daisuke
Pei, Zhiyong
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アクセス権 |
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アクセス権 |
open access |
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アクセス権URI |
http://purl.org/coar/access_right/c_abf2 |
権利情報 |
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言語 |
en |
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権利情報 |
© <2019>. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/ |
権利情報 |
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言語 |
en |
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権利情報 |
This is not the published version. Please cite only the published version. |
権利情報 |
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言語 |
ja |
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権利情報 |
この論文は出版社版ではありません。引用の際には出版社版をご確認、ご利用ください。 |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
Cracked panel |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
Buckling |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
Collapse behavior |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
Finite element method |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
Shell-solid modeling |
内容記述 |
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内容記述 |
The present study focuses on buckling and collapse behaviors of cracked steel panel by accounting for the crack opening/closure. A rectangular panel with a transverse through crack to the loading direction is selected to better understand the typical mechanical characteristics of a panel subjected to a sequence of tensile to compressive loading. When a tensile load is applied to the cracked panel, a through crack gradually opened and yielding occurs around the crack tip. When a compressive load is applied after the tensile load, the crack gradually closed and elastic/elasto-plastic buckling occur. A shell-solid mixed finite element (FE) model is adopted to effectively analyze the crack opening/closure. Shell FEs are employed in the rectangular panel (shell model), while solid FEs are partially adopted around the crack (solid model). Double nodes and contact condition are imposed on the crack face. The shell and solid models are joined together with a rigid body element (RBE). The buckling and collapse behaviors of the panel models under a sequence of tensile to compressive loading is critically examined, as well as its local behavior, i.e., crack opening displacement (COD) varying displacement amplitude, panel aspect ratio and panel thickness. The results show that the crack opening/closure strongly affect the buckling and collapse behaviors of the cracked panel. |
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言語 |
en |
出版者 |
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出版者 |
Elsevier |
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言語 |
en |
言語 |
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言語 |
eng |
資源タイプ |
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資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
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資源タイプ |
journal article |
出版タイプ |
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出版タイプ |
AM |
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出版タイプResource |
http://purl.org/coar/version/c_ab4af688f83e57aa |
関連情報 |
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関連タイプ |
isVersionOf |
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識別子タイプ |
DOI |
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関連識別子 |
https://doi.org/10.1016/j.engfailanal.2019.06.039 |
助成情報 |
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助成機関名 |
日本学術振興会 |
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言語 |
ja |
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研究課題番号URI |
https://kaken.nii.ac.jp/ja/grant/KAKENHI-PROJECT-15K06632/ |
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研究課題番号 |
15K06632 |
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研究課題名 |
き裂を有するパネルの圧壊挙動メカニズムの解明 |
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言語 |
ja |
助成情報 |
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助成機関名 |
Japan Society for the Promotion of Science |
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言語 |
en |
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研究課題名 |
Collapse Behavior of Rectangular Panel with Crack Damage. |
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言語 |
en |
開始ページ |
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開始ページ |
987 |
書誌情報 |
en : Engineering Failure Analysis
巻 104,
p. 987-1001,
発行日 2019-06-26
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旧ID |
55870 |