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A general scaled model design method of stiffened plate subjected to combined longitudinal compression and lateral pressure considering the ultimate strength and collapse modes
http://hdl.handle.net/10131/0002001105
http://hdl.handle.net/10131/000200110592e218e7-9c5d-4651-a8ec-439a7b78f0cc
| 名前 / ファイル | ライセンス | アクション |
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本文へのアクセスはこちら
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||||||||||||
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| 公開日 | 2024-08-30 | |||||||||||||||
| タイトル | ||||||||||||||||
| タイトル | A general scaled model design method of stiffened plate subjected to combined longitudinal compression and lateral pressure considering the ultimate strength and collapse modes | |||||||||||||||
| 言語 | en | |||||||||||||||
| 言語 | ||||||||||||||||
| 言語 | eng | |||||||||||||||
| キーワード | ||||||||||||||||
| 主題 | Scaled method; Lateral pressure; Ultimate strength; Initial deflection; Buckling modes(en) | |||||||||||||||
| 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 | |||||||||||||||
| 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 | |||||||||||||||
| 著者 |
Ma, Hongyang
× Ma, Hongyang
ORCID
0000-0002-6772-7509
× Kawamura, Yasumi
e-Rad_Researcher
50262407
× Okada, Tetsuo
ORCID
0000-0003-2776-8696
× Wang, Deyu
ORCID
0000-0002-4674-3497
× Hayakawa, Ginga
e-Rad_Researcher
80939158
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| 抄録 | ||||||||||||||||
| 内容記述タイプ | Abstract | |||||||||||||||
| 内容記述 | A general and efficient scaled method for stiffened plates subjected to combined longitudinal compression and lateral pressure is proposed based on slenderness, simply by adjusting the number of stiffeners. The design method makes it easier to determine the dimensions of the scaled model for a given scale ratio compared with the previously proposed method. The emphasis is on the influence of the plate slenderness, the column slenderness, and the non-dimensional parameter of the lateral pressure on the ultimate strength. By maintaining the consistency of the plate slenderness and column slenderness, the proposed method is applicable for designing scaled models with materials of different yield stresses and Young's moduli. A similar effect of the lateral pressure on the ultimate strength of the prototype and scaled models is achieved by maintaining the non-dimensional parameter. In addition, the applicability of the scaled method to the initial deflection is considered, which provides a reference for similar models. The similitude of the scaled method is verified for several typical buckling modes, including the beam-column, tripping, web and overall collapse modes. Given the numerical results, the proposed general and fast scaled method can provide reasonable dimensions of scaled stiffened plates subjected to combined loads. | |||||||||||||||
| 言語 | en | |||||||||||||||
| 書誌情報 |
en : Marine Structures 巻 90, ページ数 39, 発行日 2023-05-13 |
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| 収録物識別子タイプ | PISSN | |||||||||||||||
| 収録物識別子 | 09518339 | |||||||||||||||
| DOI | ||||||||||||||||
| 識別子タイプ | DOI | |||||||||||||||
| 関連識別子 | https://doi.org/10.1016/j.marstruc.2023.103435 | |||||||||||||||
| 著者版フラグ | ||||||||||||||||
| 出版タイプ | VoR | |||||||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||||||
| 出版者 | ||||||||||||||||
| 出版者 | Elsevier Science Ltd. | |||||||||||||||
