書誌事項
- タイトル別名
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- Symmetrical Buckling of Cylindrical Shells under External Pressure
- ガイアツ ニ ヨル ブブン エントウカク ノ タイショウザクツ
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抄録
The buckling of cylindrical shells under external pressure was analyzed on the basis of the theory of finite deformation. Restricting the authors' consideration to the case of boundary conditions, i.e.clamped straight edges and simply supported circumferential edges, the relations between the pressure and the deflection were obtained. The conclusions were as follows : 1.The "Durchschlag" phenomenon may take place more easily, if the values of 1/λ, 〓0 and a/t are larger (λ=(y0/l)2, y0=a〓0, see Fig.2.). 2.The upper buckling pressure is lower, if the values of 1/λ, 1/〓0 and a/t are larger. 3. The main characteristic for the case of cylindrical shell, which differs from that of spherical shell, lies in the fact that upper and lower buckling pressures have not minimum values against α(=(a<〓0>2)/t). The cases of other boundary conditions can be analyzed with the same process as described in this paper.
収録刊行物
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- 日本機械学會論文集
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日本機械学會論文集 26 (164), 510-515, 1960
一般社団法人 日本機械学会
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詳細情報 詳細情報について
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- CRID
- 1390001205155513088
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- NII論文ID
- 110002457825
- 110002351154
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- NII書誌ID
- AN00187419
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- ISSN
- 21859485
- 24242675
- 00290270
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- NDL書誌ID
- 9150547
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可