Multiaxial Fatigue Assessment for the Hanger Deck Connection of a High-Speed Steel-Truss-Arch Railway Bridge

Steel-truss-arch bridges have been applied in high-speed railway bridges due to their excellent dynamic and static structural performance. Under the action of high-speed trains, the steel connections between hangers and decks suffer from repeated stresses, inducing potential fatigue problems or even...

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Principais autores:	Yongsheng Song, Youliang Ding, Fei Jiang, Zhiwen Wang, Jun Lu, Huijuan Jia
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2021-01-01
coleção:	Applied Sciences
Assuntos:	high-speed railway steel-truss-arch railway bridge multiaxial fatigue structural monitoring finite element modeling
Acesso em linha:	https://www.mdpi.com/2076-3417/11/3/1142
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