Session Details

FRP(1)

Thu. Sep 3, 2026 1:00 PM - 2:20 PM JST
Thu. Sep 3, 2026 4:00 AM - 5:20 AM UTC
Behavioral Science Laboratory 1, 6th Floor, Building 7 (Hokkai-Gakuen University)

[CS6-01]Repair of a decayed wooden bridge using resin and CFRP - Renovation of Fureai Bridge in Soka City -

*Hayato Kobayashi1, Toya Hirata1, Kazuo Ohgaki1, Kenta Shibanuma1, Yuya Hidekuma1, Yutaka Masaki2, Asuka Ozawa2, Syunta Sakurai3 (1. Institute of Technologists, 2. Soka City, 3. Nippon Steel Chemical and Material)

[CS6-02]Experimental Study on Repair of Decayed Timber Floorboards Using CFRP

*Kazuo Ohgaki1, Sibanuma Kenta1, Yuya Hidekuma1, Toya Hirata1, Yutaka Masaki2, Asuka Ozawa2, Syunta Sakurai3 (1. INSTITUTE of TECHNOLOGISTS, 2. Soka City, 3. Nippon Steel Chemical and Material)

[CS6-03]Construction report on the wooden railings at Fureai Bridge in Soka City

*Toya Hirata1, Takumi Sakamoto1, Kazuo Ohgaki1, Kenta Shibanuma1, Yuya Hidekuma1, Yutaka Masaki2, Asuka Ozawa2, Syunta Sakurai3 (1. Institute of Technologists, 2. Soka City, 3. Nippon Steel Chemical and Material)

[CS6-04]Experimental study on lateral buckling reinforcement using CFRP molded material with a model of the upper flange portion of a steel girder

*Nozomi Sasaki1, Toya Hirata1, Kazuo Ohgaki1, Yuya Hidekuma1, Syunta Sakurai3, Takamasa Fujimoto2, Syoma Iio2, Takeshi Miyashita4, Yusuke Okuyama5 (1. Institute of Technologists, 2. Nippon Expressway Research Institute , 3. Nippon Steel Chemical and Material, 4. Nagoya Institute of Technology, 5. National Institute of Technology (KOSEN), Nagano College)

[CS6-05]An Analytical Study on Lateral Buckling Reinforcement with CFRP Molded Plate Using a Partial Model of Steel Girder Upper Flange

*Nayumi Katsuragawa1, Takeshi Miyashita1, Kazuo Ohgaki2, Hidekuma Yuya2, Sakurai Syunta3, Fujimoto Takamasa4, Shoma Iio4 (1. Nagoya Institute of Technology, 2. Institute of Technologists, 3. Nippon Steel Chemical and Material, 4. Nippon Expressway Research Institute)

[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.)

[CS6-07]Experimental study on lateral buckling reinforcement of steel girders using CFRP molded material

*Naoki Akiyama1, Toya Hirata1, Kazuo Ohgaki1, Yuya Hidekuma1, Syunta Sakurai3, Takamasa Fujimoto2, Syoma Iio2, Takeshi Miyashita4, Yusuke Okuyama5 (1. Institute of Technologists, 2. Nippon Expressway Research Institute , 3. Nippon Steel Chemical and Material, 4. Nagoya Institute of Technology, 5. National Institute of Technology (KOSEN), Nagano College)

[CS6-08]A study on methods for evaluating debonding in load-carrying capacity analysis of steel girders with externally bonded CFRP

*Mari Kagami1, Hitoshi Nakamura2 (1. Dia Nippon Engineering Consultants Co., Ltd., 2. Tokyo Metropolitan University)