等曲げを受けるRC梁の曲げ塑性変形挙動の寸法効果

Material type: 文書・図像類

Author: 小池, 狹千朗

Publisher: 愛知工業大学

Publication date: 1991-03-31

Material Format: Digital

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Note (General)：: In this study, the variations of moment-curvature relationships of reinforced concrete beams of various sizes under uniform flexural moment were exami...

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Material Type: 文書・図像類
Title: 等曲げを受けるRC梁の曲げ塑性変形挙動の寸法効果
Author/Editor: 小池, 狹千朗
Author Heading: 小池, 狹千朗
Publication, Distribution, etc.: 愛知工業大学
Publication Date: 1991-03-31
Publication Date (W3CDTF): 1991-03-31
Alternative Title: トウマゲオウケル RCハリノマゲソセイヘンケイキョドウノスンポウコウカ
Size Effect on Plastic Deformation Behavior of Reinforced Concrete Beams under Uniform Flexural Moment
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: 107-113
ISSN (Periodical Title): ISSN : 0387-0812
Text Language Code: jpn
Target Audience: 一般
Note (General): In this study, the variations of moment-curvature relationships of reinforced concrete beams of various sizes under uniform flexural moment were examined. The size effect on the compressive strength and the complete stress-strain behavior of confined concrete were also examined by using a stiff compressive testing machine. The following results were obtained : 1) Strain at the maximum stress of confined concrete increases with decreasing size of specimen for the large percentage of transverse reinforcement. 2) Moment-curvature relationships of reinforeced concrete beams are affected by the size of beam, i.e., the moment-curvature relationships of large size beam specimens are rather brittle compared with those of small specimens.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/874
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