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補強正方形孔を有する正方形板の弾性せん断座屈に対する孔縁の補強効果
https://fukuyama-u.repo.nii.ac.jp/records/7863
https://fukuyama-u.repo.nii.ac.jp/records/7863d95f1562-701b-4ecd-bb1b-71d673fe2e82
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781249.pdf (738.3 kB)
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| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 1993-01-01 | |||||
| タイトル | ||||||
| タイトル | 補強正方形孔を有する正方形板の弾性せん断座屈に対する孔縁の補強効果 | |||||
| タイトル | ||||||
| タイトル | Effect of Reinforcement for Elastic Shear Buckling of Square Plates with Reinforced Square Holes | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 弾性座屈 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | せん断荷 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 有孔板 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 補強正方形孔 | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | elastic buckling | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | shear load | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | perforated plates | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | reinforced square holes | |||||
| 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 | departmental bulletin paper | |||||
| ページ属性 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | P(論文) | |||||
| 著者名(日) |
上野谷, 実
× 上野谷, 実× 中村, 雅樹 |
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| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42306 | |||||
| 姓名 | ウエノヤ, ミノル | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42307 | |||||
| 姓名 | ナカムラ, マサキ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42308 | |||||
| 姓名 | Uenoya, Minoru | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 42309 | |||||
| 姓名 | Nakamura, Masaki | |||||
| 言語 | en | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部土木工学科 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部土木工学科 | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | Elastic shear buckling of square plates containing reinforced square holes is investigated analytically. The perforated plates are subjected to uniform shear stress or uniform shear deformation, and are simply supported or clamped on all four edges. Ratios of the hole length a to the plate width, a/l, are 0.15, 0.3, 0.5, 0.7 and 0.85. The influence of area and shape of reinforcement around the square hole and loading condition on buckling strength is considered. Relationships are presented between the buckling strength of plates, the size of the hole, width and depth of the reinforcing ring. The stresses at the hole edge decrease remarkably by the reinforcement, but the shape of reinforcement makes little difference. The reinforcement is more effective to the uniform shear stress than the uniform shear deformation in decreasing the stress concentration. For the elastic buckling, increasing the depth of the reinforcement is much more effective than the width. The reinforcement is slightly effective in uniform shear stress compared to the uniform shear deformation at the simply supported plates and it is reverse in the clamped plates. In order to increase the elastic buckling strength of the perforated plates more than the unperforated plates, it is the most effective that the width and the depth of reinforcement are one and four times of the plate thickness respectively. In order to decrease the stress concentration, increasing the width of the reinforcement for the circular hole is more effective than increasing the depth and it is reverse for the square hole. For the buckling strength, the reinforcement for the square hole is much more effective than the circular hole to the same area of the reinforcement. | |||||
| 雑誌書誌ID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00217655 | |||||
| 書誌情報 |
福山大学工学部紀要 巻 15, p. 67-75, 発行日 1993 |
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