曲げとせん断を受ける鉄筋コンクリート梁の塑性変形性能における寸法効果

Material type: 文書・図像類

Author: 小池, 狹千朗ほか

Publisher: 愛知工業大学

Publication date: 1990-03-31

Material Format: Digital

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Note (General)：: A series of bending tests of reinforced concrete (RC) beams of various sizes and uniaxial compression tests of confined concretes used in the compress...

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Material Type: 文書・図像類
Title: 曲げとせん断を受ける鉄筋コンクリート梁の塑性変形性能における寸法効果
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: 1990-03-31
Publication Date (W3CDTF): 1990-03-31
Alternative Title: マゲトセンダンオウケルテッキンコンクリートリョウノソセイヘンケイセイノウニオケルスンポウコウカ
Size Effect on Plastic Deformation Capacity of Reindorced Concrete Beams under Shear and Frexure
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: 25
Volume: 25
Pages: 173-181
ISSN (Periodical Title): ISSN : 0387-0812
Text Language Code: eng
Target Audience: 一般
Note (General): A series of bending tests of reinforced concrete (RC) beams of various sizes and uniaxial compression tests of confined concretes used in the compressive zones of the RC beams were carried out to examine their plastic deformational behavior. Based on the test results, the effect of the size of specimens on the deformation behavior of RC baems and confined concretes were discussed. It was found that both the stress-strain behavior of confined concrete and the moment-curvature behavior of RC beams become more brittle with increasing size of specimen regardless of the spacing of stirrups.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/828
Access Restrictions: 限定公開
Periodical Title (NCID): AN00007801
https://ci.nii.ac.jp/ncid/AN00007801
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