FRP(1)

1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[CS6-06] Study on the lateral buckling load-carrying capacity of a model of the upper flange of a steel girder strengthened with CFRP molded members

*Shunta Sakurai¹, Yuya Hidekuma², Kazuo Ohgaki², Toya Hirata², Takamasa Fujimoto⁴, Shoma Iio⁴, Miyashita Takeshi³, Yusuke Okuyama⁵ (1. NIPPON STEEL Chemical & Material Co., Ltd., 2. Institute of Technologists, 3. Nagoya Institute of Technology, 4. Nippon Expressway Research Institute Company Limited, 5. National Institute of Technology (KOSEN), Nagano College.)

Keywords:

CFRP molded member,Steel girder,Lateral torsional buckling,strengthening,Load-carrying capacity