Presentation Information
[CS6-01]Fatigue durability of high-strength bolted joint between steel plate and GFRP plate bonded with reinforced steel plate and inserted perforated circular steel plate
*Miyu Araki1, Teru Kyo2, Hitoshi Nakamura2, Kazuhiro Awazu3, Toshiyuki Niikura4 (1. IHI Construction Service Co., Ltd., 2. Tokyo Metropolitan University, 3. Kurimoto, Ltd., 4. PACIFIC CONSULTANTS CO., LTD.)
Keywords:
hybrid FRP composite girder,bonded steel plates,steel girder,high-strength bolted friction joints,perforated circular steel plate