構造工学論文集 A
Online ISSN : 1881-820X
コンクリート構造
鉄筋破断を生じたASR供試体の劣化性状評価
上園 祐太幸左 賢二上原 伸郎益田 紘孝
著者情報
ジャーナル フリー

2015 年 61A 巻 p. 672-682

詳細
抄録
RC specimens using reactive aggregates have been carried out for a long-term exposure test over about 5 years at outdoor environment. After 1850 days of exposure, fracture in bended part of stirrup is reproduced. In this paper, the authors mainly evaluate the external and internal deteriorations near the fracture position. It is known that restraint for expansive force is reduced due to the fracture of stirrup. Thus, it is found that the external crack width near the fracture location has an intense increase; while a great crack is confirmed to spread from the center of concrete to the exterior of surface and cut throughout the fracture location.
著者関連情報
© 2015 公益社団法人 土木学会
前の記事 次の記事
feedback
Top