Load Path U* Analysis of Structures under Multiple Loading Conditions
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- SAKURAI Toshiaki
- 慶應義塾大学大学院理工学研究科総合デザイン工学科
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- TADA Masahiko
- Department of Mechanical Engineering, Keio University
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- ISHII Hideaki
- 日産ディーゼル工業 (株)
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- NOHARA Tetsuo
- 日産ディーゼル工業 (株)
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- HOSHINO Hiroaki
- アルテアエンジニアリング (株)
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- TAKAHASHI Kunihiro
- Department of Mechanical Engineering, Keio University
Bibliographic Information
- Other Title
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- 構造物の荷重経路Ｕ｀＊´解析における多点負荷条件の考慮
- コウゾウブツ ノ カジュウ ケイロ U カイセキ ニ オケル タテン フカ ジョウケン ノ コウリョ
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Description
The concept of the parameter U* has been introduced by the authors to express load transfer in structures. In this paper, an extended definition of U* is introduced for structures under multiple loadings. The new expression of U* with the matrix formulation of internal stiffness can effectively be applied to an efficient calculation of U* distribution. Examples of U* calculation for an actual truck cab structure under multiple loading are demonstrated. Calculation results of U* for cases under multiple loading condition and single loading condition are compared, and the applicability of St. Venant's principle concerning U* distribution is discussed.
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 73 (726), 195-200, 2007
The Japan Society of Mechanical Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282679456099840
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- NII Article ID
- 110006223918
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- NII Book ID
- AN0018742X
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- ISSN
- 18848338
- 03875008
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- NDL BIB ID
- 8724420
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed
