コンクリート工学年次大会 2015(千葉)

講演情報

第37回コンクリート工学講演会(A.材料・施工) » 耐久性一般

耐久性一般Ⅰ

2015年7月14日(火) 10:15 〜 12:15 第2会場 (2F 201号室)

[1093] EXPERIMENTAL AND ANALYTICAL EVALUATIONS OF ASR-INDUCED DAMAGE

座長(土木):久保善司
座長(建築):武田浩二
講演者:鄭玉龍1, 幸左賢二2, 上原伸郎3
(1.九州工業大学工学府 建設社会工学科 2.九州工業大学建設社会工学科 3.住友大阪セメントセメント・コンクリート研究所)

キーワード:ASR, simulation experiment, FEM analysis, stirrup fracture, deformations, ASR, 模擬実験, 数値解析, 鉄筋破断, 変形

To estimate the behavior of stirrup, which is significant for the fracture around stirrup due to ASR, specimen with expansive mortar cast into the frame of ordinary concrete is conducted. The ASR-induced circular and elongated deformation as 5.00mm and 3.33mm are generated by the bending and tensile action. Besides, angular increment about 2.0° is verified for corner concrete. This is responsible for the opening deformation of stirrup, being crucial for progress of initial damage until to fracture. By FEM analysis, external deformations in experiment are generally reproduced.