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Experimental study on long friction-type bolted joint combined with interference fit bolt

Abstract In recent years, high-strength bolts with friction-type joints have been lengthened to withstand increased traffic load. However, with increase in the joint length, the force able to be resisted by bolted joints has decreased owing to uneven distribution of the bolts within the joint. In ad...

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Autores principales: Yu Chen, Takashi Yamaguchi, Gen Hayashi, Motoshi Yamauchi, Keita Ueno
Formato: Artigo
Lenguaje:Inglês
Publicado: SpringerOpen 2024-03-01
Colección:Advances in Bridge Engineering
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Acceso en línea:https://doi.org/10.1186/s43251-024-00117-5
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