書誌事項
- タイトル別名
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- Load Path Analysis of Structures under Distributed Loading
- ブンプ カジュウ オ ウケル コウゾウブツ ニ オケル カジュウ ケイロ カイセキ
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抄録
A parameter U^*, which is independent of stress and strain, has been introduced by the authors for expressing load transfer and load paths in a given structure. The conventional U^* is defined by the energy caused by displacement at the loading point. Since it is necessary to constrain an arbitrary point during the estimation of U^*, the value of U^* cannot be calculated for a point under distributed displacement. Hence, to overcome this difficulty, a new parameter U^<**> has been developed in our study. The parameter U^<**> is defined by the complementary energy caused by force at the loading point. A mathematical formulation with complementary energy and stiffness matrices is demonstrated, which can be used for rapid and efficient computation of U^<**>. The parameter U^<**> is used for expressing load transfer in the case of a reinforced rectangular plate under the condition of out-of-plane distributed loading.
収録刊行物
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- 日本機械学会論文集A編
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日本機械学会論文集A編 75 (753), 559-565, 2009
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
- 1390282679454009856
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- NII論文ID
- 110007226513
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- NII書誌ID
- AN0018742X
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- ISSN
- 18848338
- 03875008
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- NDL書誌ID
- 10318633
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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
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可