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Elastic large deflection analysis of plates subjected to uniaxial thrust using meshfree Mindlin-Reissner formulation

https://hiroshima.repo.nii.ac.jp/records/2006693
https://hiroshima.repo.nii.ac.jp/records/2006693
86d3351a-7bf8-4a04-8513-cc57fd457e25
名前 / ファイル ライセンス アクション
CM_52_1313.pdf CM_52_1313.pdf (2.3 MB)
Item type デフォルトアイテムタイプ_(フル)(1)
公開日 2025-01-08
タイトル
タイトル Elastic large deflection analysis of plates subjected to uniaxial thrust using meshfree Mindlin-Reissner formulation
言語 en
作成者 Sadamoto, Shota

× Sadamoto, Shota

en Sadamoto, Shota

Sadamoto
Shota

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Tanaka, Satoyuki

× Tanaka, Satoyuki

en Tanaka, Satoyuki

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Okazawa, Shigenobu

× Okazawa, Shigenobu

en Okazawa, Shigenobu

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アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
権利情報
言語 en
権利情報 This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use, but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: http://dx.doi.org/10.1007/s00466-013-0878-z
権利情報
言語 en
権利情報 This is not the published version. Please cite only the published version.
権利情報
言語 ja
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
言語 en
主題Scheme Other
主題 Meshfree method
主題
言語 en
主題Scheme Other
主題 Reproducing kernel approximation
主題
言語 en
主題Scheme Other
主題 Large deflection analysis
主題
言語 en
主題Scheme Other
主題 Multiple point constraint
内容記述
内容記述 A meshfree approach for plate buckling/post-buckling problems in the case of uniaxial thrust is presented. A geometrical nonlinear formulation is employed using reproducing kernel approximation and stabilized conforming nodal integration. The bending components are represented by Mindlin–Reissner plate theory. The formulation has a locking-free property in imposing the Kirchhoff mode reproducing condition. In addition, in-plane deformation components are approximated by reproducing kernels. The deformation components are coupled to solve the general plate bending problem with geometrical non-linearity. In buckling/post-buckling analysis of plates, the in-plane displacement of the edges in their perpendicular directions is assumed to be uniform by considering the continuity of plating, and periodic boundary conditions are considered in assuming the periodicity of structures. In such boundary condition enforcements, some node displacements/rotations should be synchronized with others. However, the enforcements introduce difficulties in the meshfree approach because the reproducing kernel function does not have the so-called Kronecker delta property. In this paper, the multiple point constraint technique is introduced to treat such boundary conditions as well as the essential boundary conditions. Numerical studies are performed to examine the accuracy of the multiple point constraint enforcements. As numerical examples, buckling/post-buckling analyses of a rectangular plate and stiffened plate structure are presented to validate the proposed approach.
言語 en
内容記述
内容記述タイプ Other
内容記述 This research was partially supported by JKA through its promotion funds from KEIRIN RACE. A part of the present research conducted by Satoyuki Tanaka was financially supported by The Research Council of Norway (RCN) through the Yggdrasil mobility programme.
言語 en
出版者
出版者 Springer Nature
言語 en
言語
言語 eng
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ journal article
出版タイプ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
関連情報
関連タイプ isVersionOf
識別子タイプ DOI
関連識別子 http://dx.doi.org/10.1007/s00466-013-0878-z
開始ページ
開始ページ 1313
書誌情報 en : Computational Mechanics

巻 52, p. 1313-1330, 発行日 2013-05-25
旧ID 55939
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