コンファインドコンクリートの応力 : ひずみ関係に及ぼす供試体の形状・寸法の影響

Material type: 文書・図像類

Author: 小池, 狹千朗ほか

Publisher: 愛知工業大学

Publication date: 1991-03-31

Material Format: Digital

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Note (General)：: A series of uniaxial compression tests of confined concretes were carried out to examine the effects of size and slenderness ratio of specimen on stre...

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Material Type: 文書・図像類
Title: コンファインドコンクリートの応力 : ひずみ関係に及ぼす供試体の形状・寸法の影響
Author/Editor: 小池, 狹千朗
畑中, 重光
Author Heading: 小池, 狹千朗
畑中, 重光
Publication, Distribution, etc.: 愛知工業大学
Publication Date: 1991-03-31
Publication Date (W3CDTF): 1991-03-31
Alternative Title: コンファインドコンクリートノオウリョク : ヒズミカンケイニオヨボスキョウシタイノケイジョウスンポウノエイキョウ
Effect of Size and Slenderness Ratio of Specimen on Stress-Strain Curve of Confined Concrete under Different Curing Conditon
Periodical title: 愛知工業大学研究報告. B, 専門関係論文集 = Bulletin of Aichi Institute of Technology. Part B
No. or year of volume/issue: 26
Volume: 26
Pages: 115-123
ISSN (Periodical Title): ISSN : 0387-0812
Text Language Code: eng
Target Audience: 一般
Note (General): A series of uniaxial compression tests of confined concretes were carried out to examine the effects of size and slenderness ratio of specimen on stress-strain curve. Based on the test results, not only the effects of the size and slenderness ratio but also relation between the curing condition and size of specimen and between the strain measurement length and slenderness ratio of specimen on the curve were discussed.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/862
Format (IMT): application/pdf
Source: http://repository.aitech.ac.jp/dspace/bitstream/11133/862/1/%e7%b4%80%e8%a6%8126%e5%8f%b7B%28P115-123%29.pdf
http://repository.aitech.ac.jp/dspace/bitstream/11133/862/1/%e7%b4%80%e8%a6%8126%e5%8f%b7B%28P115-123%29.pdf
Access Restrictions: 限定公開
Data Provider (Database): 国立情報学研究所 : 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）
https://irdb.nii.ac.jp
Original Data Provider (Database): 愛知工業大学 : 愛知工業大学学術情報リポジトリ