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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/828

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
Other Titles: 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
Authors: 小池, 狹千朗
畑中, 重光
KOIKE, Sachio
HATANAKA, Shigemitsu
Issue Date: 31-Mar-1990
Publisher: 愛知工業大学
Abstract: 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.
URI: http://hdl.handle.net/11133/828
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