Session Details

FRP(2)

Fri. Sep 12, 2025 10:40 AM - 12:00 PM JST
Fri. Sep 12, 2025 1:40 AM - 3:00 AM UTC
Qe

[12AM2-Qe-02]Repair of FRP hybrid slabs installed on GFRP truss bridge

*Shunya Hatsugai1, Touya Hirata1, Kazuo Ohgaki1, Yuya Hidekuma2, Syunta Sakurai2 (1. INSTITUTE of TECHNOLOGISTS, 2. Nippon Steel Chemical & Material Co., Ltd)

[12AM2-Qe-04]Experimental study on the interaction strength of thin-walled box-section short columns subjected to bending and axial force
- Investigation into the relationship with local and overall buckling of FRP-reinforced long columns -

*Atsushi Kashiwagi1, Touya Hirata1, Kazuo Ohgaki1, Isamu Niamul1, Genta Goto2, Takamasa Fujimoto2, Yuya Hidekuma3, Syunta Sakurai3, Takeshi Miyashita4 (1. INSTITUTE of TECHNOLOGISTS, 2. Nippon Expressway Research Institute , 3. Nippon Steel Chemical & Material Co., Ltd, 4. Nagoya Institute of Technology)

[12AM2-Qe-06]Experimental study on AFRP reinforcement of thin-walled box-section short columns subjected to bending and axial force

*Ryoki Nakagawa1, Touya Hirata1, Kazuo Ohgaki1, Isamu Niamul1, Yuya Hidekuma2, Syunta Sakurai2, Takeshi Miyashita3 (1. INSTITUTE of TECHNOLOGISTS, 2. Nippon Steel Chemical & Material Co., Ltd, 3. Nagoya Institute of Technology)

[12AM2-Qe-08]Effect of Laminate Configuration and Joint Parameters on the Performance of High-Strength Bolted FRP Feiction Joints

*Kaito Moritsu1, Oshiro Yuki1, Hayashi Gen2, Ozaki Yurina3, Hashimoto Kunitaro4 (1. National Institute of Technology (KOSEN), Akashi College, 2. Osaka Metropolitan University, 3. YOKOHAMA National University, 4. Kobe University)

[12AM2-Qe-10]Experimental study on static strength for high-strength bolted friction joints between hybrid FRP girder and steel girder using creep countermeasure

*Atsuki Kajihara1, Kyo Teru2, Hitoshi Nakamura2, Kensuke Kobayashi3, Koichi Hanamura4, Toshiyuki Niikura5 (1. Kawada industries, Inc., 2. Tokyo metropolitan university, 3. IHI Construction Service Co., Ltd., 4. Kurimoto, LTD., 5. PACIFIC CONSULTANTS CO., LTD.)

[12AM2-Qe-12]Experimental study on fatigue strength for high-strength bolted friction joints between hybrid FRP girder and steel girder using bonded steel plates

*Teru Kyo1, Hitoshi Nakamura1, Kensuke Kobayashi2, Koichi Hanamura3, Toshiyuki Nikura4 (1. Tokyo Metropolitan University, 2. IHI Construction Service Co., Ltd., 3. Kurimoto, Ltd., 4. Pacific Consultants Co., Ltd.)

[12AM2-Qe-14]Experimental study of tensile strength proprties and influence of corner reinforcement of GFRP chennel type members

*Makoto Ueda1, Kunitaro Hashimoto2 (1. Graduate School of Engineering,Kobe University, 2. Research Center for Urban Safety and Security,Kobe University)

[12AM2-Qe-16]Analytical Study on the Joint Behavior of GFRP Bracket Connections under Bending

*Toshie Habukawa1, Gen Hayashi1, Keiichi Sakai2, Keigo Kubo2, Takashi Yamaguchi1 (1. Osaka Metropolitan University, 2. Miyaji Engineering Co. Ltd.)