中心圧縮を受けるコンファインド高強度コンクリートの塑性変形性能における形状・寸法効果

Material type: 文書・図像類

Author: 小池, 狹千朗ほか

Publisher: 愛知工業大学

Publication date: 1992-03-31

Material Format: Digital

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Note (General)：: A series of uniaxial compression tests of confined concretes have been carried out to examine the size effects on their compressive behavior. The stre...

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Material Type: 文書・図像類
Title: 中心圧縮を受けるコンファインド高強度コンクリートの塑性変形性能における形状・寸法効果
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: 1992-03-31
Publication Date (W3CDTF): 1992-03-31
Alternative Title: チュウシンアッシュクオウケルコンファインドコウキョウドコンクリートノソセイヘンケイセイノウニオケルケイジョウスンポウコウカ
EFFECT OF SIZE AND SLENDERNESS RATIO OF SPECIMEN ON STRESS-STRAIN BEHAVIOR OF CONFINED HIGH STRENGTH CONCRETE
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: 27
Volume: 27
Pages: 107-114
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 have been carried out to examine the size effects on their compressive behavior. The strength of concrete has been varied from about 300 to 700kgf/cm2. Based on the test results, discussion has been carried out on the relation between concrete strength and the size effects on the compressive strength, strain at the peak stress, and stress-strain curve of confined concrete.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/887
Format (IMT): application/pdf
Source: http://repository.aitech.ac.jp/dspace/bitstream/11133/887/1/%e7%b4%80%e8%a6%8127%e5%8f%b7B%28P107-114%29.pdf
http://repository.aitech.ac.jp/dspace/bitstream/11133/887/1/%e7%b4%80%e8%a6%8127%e5%8f%b7B%28P107-114%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