タイトルヨミ | セキブンガタ ENDOCHRONIC リロン ノ コンクリート ノ キョドウ ヒョウゲン エノ オウヨウ
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日本語以外のタイトル | Application of Endochronic Theory with Kernels to Modeling Concrete Behavior
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ファイル | |
言語 |
日本語
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著者 |
藤居 良夫
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内容記述(抄録等) | The endochronic theory has been applied to various problem of metal plasticity without the notion of yield surface and specification of loading conditions. However, the formalization of this theory is not appropriate in modeling the behavior of concrete or soils, since it was assumed in this theory that the hydrostatic response is elastic and the coupling effect between shear and hydrostatic behavior (shear-hydrostatic interaction, dilatancy) does not take place.
In this paper, a way to consider the coupling effect between stear and hydrostatic behavior is explained by virtue of the coupling constant. Also, the method of determination of material functions and constants is examined, and two numer ical methods in three dimensional state are shown to obtain the stress-strain relation. Moreoyer, the numerical procedure of finite element analysis of structures using this theory is shown. |
掲載誌名 |
島根大学農学部研究報告
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巻 | 23
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開始ページ | 156
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終了ページ | 167
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ISSN | 0370940X
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発行日 | 1989-12-21
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NCID | AN00108015
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出版者 | 島根大学農学部
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出版者別表記 | Shimane University, Faculty of Agriculture
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資料タイプ |
紀要論文
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部局 |
生物資源科学部
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他の一覧 |