@article{oai:nagasaki-u.repo.nii.ac.jp:00000236,
 author = {永松, 牧子 and 海部, 貴裕 and 浦田, 幹康 and 岡本, 賢治 and 鶴田, 健 and 松田, 浩},
 issue = {93},
 journal = {長崎大学大学院工学研究科研究報告, Graduate School of Engineering, Nagasaki University},
 month = {Aug},
 note = {Concerning deteriorations and damages of RC beam, we can cite crack of rebar corrosion by factor of neutralization etc. In the case that horizontal crack occurs proximity to main rebar, adhesion between concrete and rebar strikingly declines . Accordingly, the authors conduct bending and shear test of three type of specimens designed to cause shear fracture. Firstly, normal RC beam. Secondly, RC beam introduced model of damage at rebar anchorage to simulate horizontal crack on main reinforcements by corrosion of steel. Thirdly, the RC beam had the model and embedded in polymer impregnated concrete (PIC) form. As a result, strength of RC beams had model of damage was reduced by half compared to that had no damage We reinforced RC beams had model of damage with PIC Boards. Then, strength of the specimens became strength of RC beam of no damage and over., 長崎大学大学院工学研究科研究報告, 49(93), pp.49-52; 2019},
 pages = {49--52},
 title = {鉄筋定着部が損傷したRCはりのPIC板による曲げおよびせん断補強効果に関する研究},
 volume = {49},
 year = {2019}
}