Research on the Elastic Stiffness of Stud–PBL Composite Shear Connectors in Composite Bridge Pylons

The application of steel–concrete composite structures in the pylons of long-span cable-stayed bridges can effectively address the issue of insufficient structural stiffness. Shear connectors are critical load-transfer components in steel–concrete composite segments, where they are typically arrange...

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Hlavní autoři:	Qinhe Li, Ronghui Wang, Yuyang Chen, Zhe Hu, Hengjie Zhao
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2026-02-01
Edice:	Buildings
Témata:	composite connector push-out test elastic stiffness spring model finite element analysis stud–PBL composite shear connector
On-line přístup:	https://www.mdpi.com/2075-5309/16/4/720
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