STRESS ANALYSIS FOR STEEL PLATE WITH MULTILAYERED CFRP UNDER UNI-AXIAL LOADING
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- MIYASHITA Takeshi
- 長岡技術科学大学 産学融合トップランナー養成センター
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- NAGAI Masatsugu
- 長岡技術科学 環境・建設系
Bibliographic Information
- Other Title
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- 一軸引張りを受ける多層のCFRPが積層された鋼板の応力解析
Abstract
The objective of this study is to develop a new stress analysis method for a steel plate with multilayered CFRPs under uni-axial loading. In the method, strains in each layer are considered to be state variables in first order simultaneous differential equations deriving from force equilibriums in infinitesimal regions. A general solution for strain is numerically calculated from eigenvalue analysis for a system matrix making from the differential equations. Unknown coefficients in the general solution are determined from continuous and boundary conditions for strains in each layer. In order to verify the validity of the proposed method, comparisons with analytical solutions, laboratory experiment and finite element analaysis were carried out. As a result, it was confirmed that the proposed method involved conventional analytical solutions, and made possible to analyze stress distributions of a steel plate with multilayered CFRPs.
Journal
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- Doboku Gakkai Ronbunshuu A
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Doboku Gakkai Ronbunshuu A 66 (2), 378-392, 2010
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680229556352
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- NII Article ID
- 130004467223
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- ISSN
- 18806023
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed