コンクリート工学論文集
Online ISSN : 2186-2745
Print ISSN : 1340-4733
ISSN-L : 1340-4733
異形鉄筋の付着割裂強度における寸法効果
井上 芳樹金山 祐士市之瀬 敏勝
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ジャーナル フリー

2002 年 13 巻 1 号 p. 53-62

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This research is carried out to investigate the effects of scale on bond strength of deformed bar using lap-splice and pull-out specimens with and without stirrup. The bar diameters are17.4 mm, 34.8 mm and 52.2 mm. This research also verifies the effect of rib shape on bond strength, using 2 kinds of rib shape. As a result, the effect of scale on both lap-splice and pull-out specimens with stirrup is smaller than those without it. Especially large scale-effect is observed in the pull-out specimens without stirrup and with thin cover concrete, where the bond strength is proportional to about-0.5 power of bar diameter. In the case of lap-splice specimens, the bond strength is proportional to about-0.2-0.3 power of bar diameter. Furthermore, a Larger confinement-effect due to stirrup is observed for pull-out specimens than lap-splice specimens, which results in the larger effect of rib shape on lap-splice specimens is larger than pull-out specimens.

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