Transverse bending of rectangular plates with a single-edge crack or double-edge cracks.
Bibliographic Information
- Other Title
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- 片縁または両縁き裂を有する長方形板の面外曲げ
- カタフチ マタハ リョウフチ キレツ オ ユウスル チョウホウケイバン ノ
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Abstract
The stress intensity factors of rectangular plates with a single-edge crack or double-edge cracks under transverse bending are evaluated by the body-force doublet method. The stress field due to a pair of point moments (doublet) in a semi-infinite plate is used to solve these problems. According to the results, the effect of plate length on K1 is less under transverse bending than under uniform tension, in rectangular plates of the same form.
Journal
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- TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A
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TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A 55 (511), 508-514, 1989
The Japan Society of Mechanical Engineers
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Details 詳細情報について
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- CRID
- 1390282679454717184
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- NII Article ID
- 110002377734
- 10004128223
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- NII Book ID
- AN0018742X
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- ISSN
- 18848338
- 03875008
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- NDL BIB ID
- 3215082
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed