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26号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/862

Title: コンファインドコンクリートの応力 : ひずみ関係に及ぼす供試体の形状・寸法の影響
Other Titles: コンファインド コンクリート ノ オウリョク : ヒズミ カンケイ ニオヨボス キョウシタイ ノ ケイジョウ スンポウ ノ エイキョウ
Effect of Size and Slenderness Ratio of Specimen on Stress-Strain Curve of Confined Concrete under Different Curing Conditon
Authors: 小池, 狹千朗
畑中, 重光
KOIKE, Sachio
HATANAKA, Shigemitsu
Issue Date: 31-Mar-1991
Publisher: 愛知工業大学
Abstract: A series of uniaxial compression tests of confined concretes were carried out to examine the effects of size and slenderness ratio of specimen on stress-strain curve. Based on the test results, not only the effects of the size and slenderness ratio but also relation between the curing condition and size of specimen and between the strain measurement length and slenderness ratio of specimen on the curve were discussed.
URI: http://hdl.handle.net/11133/862
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