Analytical Study on Yield Resistance for Staggered Arranged High Strength Bolted Frictional Joints

نویسندگان

چکیده

Abstract The yield resistance of a high strength bolted frictional joint is evaluated based on the designed net cross‐section area. Japanese Specifications for Highway Bridges specifies area could be increased by factor 1.1 in verification at Serviceability Limit State where bolts are placed grid arrangement. In design staggered arranged joint, width strip to deducted from transverse section account arrangement w used. And negative when p 2 /(4 g ) larger than d 0 . However, unclear. this study, FE analysis was carried out varying number top column k and gauge distance loading as parameters. results indicated that some cases, ratio predicted may less 1.1, but can applied with suitable

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ژورنال

عنوان ژورنال: ce/papers

سال: 2023

ISSN: ['2509-7075']

DOI: https://doi.org/10.1002/cepa.2047