PROBLEMS OF CONCENTRATED FORCES ACTING ON A TRANSVERSELY-ISOTROPY : Part IV Cerruti's problem
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- TESHIGAWARA SEIJI
- Chubu Institute of Tech.
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- MATSUOKA OSAMU
- Nagoya Univ.
Bibliographic Information
- Other Title
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- TRANSVERSELY-ISOTROPY の集中荷重の問題 : その 4 Cerruti の問題
- Transversely-Isotropyの集中荷重の問題-4-Cerrutiの問題
- Transversely Isotropy ノ シュウチュウ カジュウ ノ モ
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Abstract
This paper is concerned with the solution of Cerruti's problem for a transversely-isotropy. This problem can be solved by superposition of foundamental solution and three solutions obtained by synthesis of nuclei of strain, which are obtained by partial differentiating equations (1-39), (2-1) with respect to x and operating [numerical formula] on equation (1-41). This solution shows the same inclination to Bussinesq's problem. The maximum stress appears in the 45°-direction to the xz axes in the plane. And stress and displacement show the following properties. The shear rigidity has larger effects on it than the rigidity in the z axes direction. On the four thesisses we are solved Boussinesq's and Cerruti's problem for a transversely-isotropy by synthesis of foundamental solutions which are obtained by using Fourier transform method.
Journal
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- Transactions of the Architectural Institute of Japan
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Transactions of the Architectural Institute of Japan 276 (0), 9-16, 1979
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390282680515647360
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- NII Article ID
- 110003881456
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- NII Book ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL BIB ID
- 2042752
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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