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Studies on analysis of elastic fundamental solutions by finite element method
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- FUJITANI Yoshinobu
- Principal Investigator
- Hiroshima Univ. ・Faculty of Engng., Professor
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- FUJII Daiji
- Co-Investigator
- Hiroshima Univ. ・Faculty of Engng., Research Assistant
About This Project
- Japan Grant Number
- JP02650402 (JGN)
- Funding Program
- Grants-in-Aid for Scientific Research
- Funding Organization
- Japan Society for the Promotion of Science
Kakenhi Information
- Project/Area Number
- 02650402
- Research Category
- Grant-in-Aid for General Scientific Research (C)
- Allocation Type
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- Single-year Grants
- Review Section / Research Field
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- Engineering > Architecture and building engineering > Building structures/materials
- Research Institution
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- Hiroshima University
- Project Period (FY)
- 1990 〜 1991
- Project Status
- Completed
- Budget Amount*help
- 1,900,000 Yen (Direct Cost: 1,900,000 Yen)
Research Abstract
1. Generally, the elastic fundamental solutions in the two and three dimensional elastic body can be aalysed as a eigen-value problem by finite element method. 2. However, the analysis of two dimensional Kelvin's. Boussinesq's and Cerruti's solution results in not the eigenvalue equation, but a simultaneous equation. 3. In three dimensional solutions, though Kelvin's and Boussinesq's solutions can be analyzed as an axi-symmetric problem. Cerruti's solution must be an alysed as plane-symmetric problem. 4. The elastic fundamental solutions and crack front solutions has the stress singularity with r^<lambda-1>. The former has an negative integer power, the later has an real or complex power in 0<lambda<1. 5. The elestic fundamental solutions obtained by the present finite element method have a good convergence to the exact solution.
Keywords
Details 詳細情報について
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- CRID
- 1040282256551816704
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- Text Lang
- ja
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- Data Source
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- KAKEN