@article{oai:muroran-it.repo.nii.ac.jp:00010307,
 author = {瓦井, 智貴 and KAWARAI, Tomoki and 小室,  雅人 and KOMURO, Masato and KISHI,  Norimitsu and 岸, 徳光 and 三上,  浩 and MIKAMI, Hiroshi and SINH, Le Huy},
 journal = {構造工学論文集 Ａ},
 month = {},
 note = {application/pdf, In order to investigate a criterion on failure mode of the RC beams flexural strengthened with FRP sheet under impact loading, falling-weight impact tests for RC beams strengthened with the AFRP sheet were carried out taking FRP sheet volume as variable. The results obtained from this study were as follows: (1) applying AFRP sheet bonding method, impact resistant capacity of the beams can be upgraded; however, (2) in the case of compression failure mode statically, the beams reach ultimate state with sheet rupturing; (3) in the case of sheet debonding failure mode statically, the beams reach ultimate state with sheet debonding.},
 pages = {901--911},
 title = {衝撃荷重載荷時における AFRP シート接着曲げ補強 RC 梁の破壊形式に関する実験的検討},
 volume = {65},
 year = {2019},
 yomi = {カワライ, トモキ and コムロ, マサト and キシ, ノリミツ and ミカミ, ヒロシ}
}