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- シュレスタ サントシュ
- Dept of Civil & Envn. Eng., Ehime University
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- 大賀 水田生
- Dept of Civil & Envn. Eng., Ehime University
書誌事項
- タイトル別名
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- An efficient method for computation of singular and higher order terms of a crack-tip stress field
- efficient method for computation of singular and higher order terms of a crack tip stress field
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抄録
A recently developed semi-analytical method, called scaled boundary finite element method, is applied to evaluate the coefficients of stress field at a crack-tip for two-dimensional linear-elastic cracked structures. The method has ability to analytically compute stress and displacement field of singularities region at the crack tip more accurately without any a priori assumptions. A simple and independent formulations for evaluating the coefficients, not only of the inverse square root singular term but also of the constant and higher order non-singular terms, of the stress fields near crack-tip is presented by comparing the stress along the radial points ahead of the crack-tip with that of standard Williams' eigenfunction solution for the crack-tip. The accuracy and efficiency of the formulations are examined by numerical examples for a range of crack sizes. The results are in agreement with available solutions in literatures
収録刊行物
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- 応用力学論文集
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応用力学論文集 8 171-178, 2005
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205208514560
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- NII論文ID
- 130004258280
- 40007226670
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- NII書誌ID
- AA11311063
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- ISSN
- 1884832X
- 13459139
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- NDL書誌ID
- 7856384
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- 本文言語コード
- en
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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