FRP (3)

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[CS6-18] Base Design of High-Strength Bolted Frictional Joints at the Base of GFRP Wall Railings Subjected to Bending

*MASAKI SEKIMOTO¹, Gen Hayashi², Takashi Yamaguchi², Keigo Kubo³, Keiichi Sakai³ (1. West Nippon Expressway Company Limited (Osaka Metropolitan University), 2. Osaka Metropolitan University, 3. Miyaji Engineering Co. Ltd.)

Keywords:

GFRP Wall Railings,High-Strength Bolted Frictional Joints,Base Design,Strain Distribution

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