中心圧縮を受けるプレーンおよびコンファインドコンクリートの塑性変形挙動における寸法効果

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

Capacity, size, etc.: -

NDC: -

View All

Notes on use

Note (General)：: The purpose of the present study is to examine the effect of the specimen size and the aggregate size on the inelastic stress-strain behavior of both ...

Search by Bookstore

Holdings of Libraries in Japan

This page shows libraries in Japan other than the National Diet Library that hold the material.

List of Cooperating Institutions and Databases

Please contact your local library for information on how to use materials or whether it is possible to request materials from the holding libraries.

other

AIT Associated Repository of Academic Resources
Digital
You can check the holdings of institutions and databases with which 学術機関リポジトリデータベース（IRDB）（機関リポジトリ） is linked at the site of 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）.
AIT Associated Repository of Academic Resources

Search by Bookstore

Bibliographic Record

You can check the details of this material, its authority (keywords that refer to materials on the same subject, author's name, etc.), etc.

Digital

Material Type: 文書・図像類
Title: 中心圧縮を受けるプレーンおよびコンファインドコンクリートの塑性変形挙動における寸法効果
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: チュウシンアッシュクオウケルプレーンオヨビコンファインドコンクリートノソセイヘンケイキョドウニオケルスンポウコウカ
Size Effect on Plastic Deformation Behavior of Plain and Confined Concretes under Compression
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: 163-171
ISSN (Periodical Title): ISSN : 0387-0812
Text Language Code: eng
Target Audience: 一般
Note (General): The purpose of the present study is to examine the effect of the specimen size and the aggregate size on the inelastic stress-strain behavior of both plain and confined concrete. The following statements can be drawn from the study. 1) It can be concluded that the behavior of the microconcrete in which the maximum size of coarse aggregate is reduced in proportion to the size of specimen may be more ductile than the concrete in actual structural members. 2) The behavior of confined concrete becomes more brittle with increasing size of specimen regardless of the spacing of hoops.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/832
Format (IMT): application/pdf
Source: http://repository.aitech.ac.jp/dspace/bitstream/11133/832/1/%e7%b4%80%e8%a6%8125%e5%8f%b7B%28P163-171%29.pdf
http://repository.aitech.ac.jp/dspace/bitstream/11133/832/1/%e7%b4%80%e8%a6%8125%e5%8f%b7B%28P163-171%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