紀要論文 粗骨材が孔あき鋼板ジベルのせん断抵抗機構に与える影響

真部, 洋大

42015-03-31 , 法政大学大学院デザイン工学研究科
ISSN:21867240
内容記述
This paper showed the action of the coarse aggregate of the concrete with perfobond rib through both experiment and FE analysis. Experiments indicated that the shear stiffness was increased by the mechanical locking between the coarse aggregate and top surface of the perforation of the steel rib. In addition, the ultimate shear capacity could be explained in terms of the mechanical locking of each coarse aggregate and constraint condition of the specimen. These behaviors could be simulated by adding elastic elements assuming coarse aggregates discretely to the original FE model.
本文を読む

http://repo.lib.hosei.ac.jp/bitstream/10114/11765/1/dgrad_4_td_manabe.pdf

このアイテムのアクセス数:  回

その他の情報