橋梁床版 (2)

[I-246] Study On Stress Properties of Longitudinal and Transverse Ribs In Orthotropic Steel Bridge Re-Deck Near Girder

*Nobuhiko Hayashi¹, Makoto Ishikawa¹, Satoshi Maeda¹, Minami Ariga², Daisuke Uchida² (1. Japan Bridge Association, 2. Hosei University)

Keywords:Orthotropic Steel Bridge Re-Deck, local stress, slit, Steel Bulb Flats, principal stress, stress range