MACROSCOPIC STRENGTH EVALUATION BASED ON MULTISCALE ANALYSIS METHOD INVOLVING MICRO-CRACK PROPAGATIONS
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- ISHII Tateki
- 木更津工業高等専門学校 環境都市工学科
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- KYOYA Takashi
- 東北大学 大学院工学研究科土木工学
Bibliographic Information
- Other Title
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- 微視的亀裂進展を考慮したマルチスケール解析に基づく巨視的強度特性の予測評価
Description
The mechanical behavior and the strength characteristic of quasi-brittle inhomogeneous solids such as rock and concrete are strongly governed by the behavior and failure process, such as cracking within the microstructure involved in them. In order to predict such strength characteristic of the body containing a microstructure, utilizing the multiscale analysis method with micro-crack propagations, a numerical method for evaluation of macroscopic strength of cracked bodies is proposed. Numerical analysis of an uniaxial loading test show that the predicted strength agrees fairly well with that of experiments and demonstrates the performance of the proposed method for evaluating the strength of quasi-brittle solids.
Journal
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- Doboku Gakkai Ronbunshuu C
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Doboku Gakkai Ronbunshuu C 63 (2), 322-333, 2007
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680230982400
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- NII Article ID
- 130004468197
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- ISSN
- 1880604X
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed