Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study

Author:

Hayashi Gen1ORCID,Sekimoto Masaki2,Yamaguchi Takashi3,Kubo Keigo4

Affiliation:

1. Assistant Professor, Dept. of Urban Design and Engineering, Osaka Metropolitan Univ., 3-3-138 Sugimoto Sumiyoshi-ku, Osaka 558-8585, Japan (corresponding author). .

2. Tsuyama Expressway Office Reconstruction Section 2, West Nippon Expressway Company Ltd., 796 Kawabe, Tsuyama City, Okayama Prefecture 708-0842, Japan.

3. Professor, Dept. of Urban Design and Engineering, Osaka Metropolitan Univ., 3-3-138 Sugimoto Sumiyoshi-ku, Osaka 558-8585, Japan.

4. Kansai Branch Office, Miyaji Engineering Ltd., 1-4-11 Tosabori, Nishi-ku, Osaka 550-0001, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Reference22 articles.

1. ASTM. 2022. Standard test method for tensile Properties of Plastics. ASTM D638-22. West Conshohocken PA: ASTM.

2. EXPERIMENTAL STUDY ON CREEP PROPERTIES FOR CONNECTION PART OF FRP AND FRP MEMBER

3. The effect of strain rate on the deformation and relaxation behavior of 6/6 nylon at room temperature

4. Influence of stress relaxation on clamp-up force in hybrid composite-to-metal bolted joints

5. Committee on Steel Structures Japan Society of Civil Engineers: Recommendations on Design. 2006. Construction and maintenance for friction type of high strength bolted connections edited by T. Mori. Steel Structures Series 15. Tokyo Japan: Japan Society of Civil Engineers.

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