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- 小阪 義夫
- 大阪大学
書誌事項
- タイトル別名
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- 1) STUDY ON THE EFFECT OF THE RATIO OF HIGHT TO WIDTH OF TEST SPECIMEN ON THE COMPRESSIVE STRENGTH OF CONCRETE
- 高さと巾の比が異なるコンクリート供試体の圧縮強度変化に関する研究
- タカサ ト ハバ ノ ヒ ガ コトナル コンクリートキョウシタイ ノ アッシュク キョウド ヘンカ ニ カンスル ケンキュウ
この論文をさがす
抄録
In this paper, the theoretical explanation on the phenomenon which the compressive strength of concrete specimen varies with the ratio of hight to width of specimen is attempted with application of the simple theory of plasticity. The value of the compressive strength of the test specimen is calculated with the component of stress on the osculating plane of the specimen and the loading plate, at the time when the plastic zone is connected in the specimen, and the specimen become unsteady state as a whole. The analysis of the plastic stress is done as the statically determined plane plastic strain problem. Consequently, it was found that the quantative explanation of such a phenomenon of compressive failure of concrete specimen was possible, if the analysis by means of the yield criterion of cycloid-type was applied.
収録刊行物
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- 日本建築学会論文報告集
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日本建築学会論文報告集 62 (0), 1-4, 1959
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205570787712
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- NII論文ID
- 110005052479
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 9155800
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可