DSpace DSpace 日本語
 

AIT Associated Repository of Academic Resources >
A.研究報告 >
A1 愛知工業大学研究報告 >
3.愛知工業大学研究報告 .B(1976-2007) >
31号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/999

Title: プレーンおよびコンファインドコンクリートの圧縮特性の寸法効果に関する実験的研究
Other Titles: プレーン オヨビ コンファインド コンクリート ノ アッシュク トクセイ ノ スンポウ コウカ ニカンスル ジッケンテキ ケンキュウ
SIZE EFFECT ON COMPRESSIVE BEHAVIOR OF PLAIN AND CONFINED CONCRETE
Authors: 小池, 狹千朗
畑中, 重光
谷川, 恭雄
KOIKE, Sachio
HATANAKA, Shigemitsu
TANIGAWA, Yasuo
Issue Date: 31-Mar-1996
Publisher: 愛知工業大学
Abstract: The effects of the specimen size and aggregate size on the inelastic stress-strain behavior of plain and confined concrete were examined. The following statement can be drawn from the study. For air cured plain microconcrete in which the size of aggregate is reduced in proportion to the size of a specimen, the compressive strength increased and the descending portion of stress-strain curve showed more brittle behavior with increasing size of specimen or aggregate. The compressive strength of confined concrete increased with increasing size of specimen when cured in air. On the other hand, the size effect was almost negligible in water cured specimens. The stress-strain curve of confined concrete showed more brittle behavior with increasing size of specimen and degree of such size effect depended on the spacing of hoops.
URI: http://hdl.handle.net/11133/999
Appears in Collections:31号

Files in This Item:

File Description SizeFormat
紀要31号B(P137-148).pdf1.93 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback