@article{oai:muroran-it.repo.nii.ac.jp:00009203,
 author = {栗橋,  祐介 and KURIHASHI, Yusuke and 小室,  雅人 and KOMURO, Masato and 三上,  浩 and MIKAMI, Hiroshi and KISHI,  Norimitsu and 岸, 徳光},
 journal = {室蘭工業大学紀要, Memoirs of the Muroran Institute of Technology},
 month = {Mar},
 note = {application/pdf, In this study, in order to propose the effective rupture control method of Aramid FRP (AFRP) sheet for flexural strengthening of RC beam, falling-weight impact loading tests for the strengthened RC beams were conducted. In these experiments, the followings were investigated; 1) effect of the unit mass of the flexural strengthening AFRP sheet; 2) effect of the horizontally bonded AFRP sheet to the side surface of the beam; and 3) effect of the U-shaped bonding AFRP sheet. The results obtained from these experiments were as follows: 1) rupture of the flexurally reinforcing AFRP sheet can be effectively controlled by increasing the sheet volume; 2) effect of the horizontally bonded sheet was not much; and 3) shear cracks can be restrained by the U-shaped bonding sheet, however rupture of the sheet for flexural reinforcing cannot be restrained., 特集},
 pages = {73--81},
 title = {AFRPシート曲げ補強RC梁のシート破断抑制法に関する静載荷実験},
 volume = {66},
 year = {2017},
 yomi = {クリハシ, ユウスケ and コムロ, マサト and ミカミ, ヒロシ and キシ, ノリミツ}
}