Presentation Information
[I-216]Detailed Investigation on the Cause of Crack Initiation in Flange Shaped Steel under Steel Railway Bridge Bearing
*Hisao Nishida1, Motoya Kimura2, Mikihito Hirohata3 (1. Kyobashi Bridge Co., Ltd., 2. West Japan Railway Company, 3. Osaka University)
Keywords:
steel railroad bridge,bearing,crack,residual stress
Comment
To browse or post comments, you must log in.Log in