コンクリート工学年次大会2017(仙台)

講演情報

第39回コンクリート工学講演会

B.構造・設計 » 連続繊維補強コンクリート(構造)/せん断・ねじり

連続繊維補強コンクリート(構造)/せん断・ねじり

2017年7月14日(金) 13:00 〜 15:15 第10会場 (会議室4/展示棟1階)

座長:岩下健太郎(土木), 佐藤裕一(建築)

[2092] Influence of sectional pre-crack on shear strength of RC beams

付李1, 中村光1, 山本佳士1, 三浦泰人1 (1.名古屋大学)

キーワード:shear strength, RC beam, sectional pre-crack, 3-D RBSM, Z-shape crack

In order to investigate the influence of crack through section, which often generates under cyclic loading, on shear behavior and strength of RC beam, a RC beam with a 1.0 mm pre-crack in a section (the effective depth away from loading point) was tested. It was found that the pre-crack led to a significant degradation of shear strength by comparing with the non-cracked beam. Moreover, the production of sectional pre-crack and its influence on shear strength were simulated by 3-D RBSM analysis. At last, the different shear cracking behavior and strength between the pre-cracked and non-cracked beams were clarified.