書誌事項
- タイトル別名
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- Geometrically nonlinear finite element implementation based on highly accurate 1st and 2nd numerical derivative scheme using hyper-dual numbers
- 公開日
- 2016
- DOI
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- 10.1299/transjsme.15-00454
- 公開者
- 一般社団法人 日本機械学会
説明
This paper proposes a novel implementation scheme of geometrically nonlinear finite element programs, which automatically compute exact internal force vectors and element stiffness matrices by numerically differentiating a strain energy function at each element. This method can significantly simplify the complex implementation procedure which is often observed in conventional finite element implementations, since it never requires B matrices, stress tensors, and elastic tensors by hand. The proposed method is based on a highly accurate numerical derivatives which use hyper-dual numbers and never suffer from any round-off and truncation errors. Several numerical examples are performed to demonstrate the effectiveness and robustness of the proposed method.
収録刊行物
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- 日本機械学会論文集
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日本機械学会論文集 82 (834), 15-00454-15-00454, 2016
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
- 1390282680493341952
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- NII論文ID
- 130005129131
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- ISSN
- 21879761
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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
- Crossref
- CiNii Articles
- OpenAIRE
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- 抄録ライセンスフラグ
- 使用不可