Experimental Study on the Flexural Performance of the Corrosion-Affected Simply Supported Prestressed Concrete Box Girder in a High-Speed Railway

Prestressed concrete box girders are commonly employed in the development of high-speed railway bridge constructions. The prestressed strands in the girder may corrode due to long-term chloride erosion, leading to the degradation of its flexural performance. To examine the flexural performance of co...

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Autori principali:	Hai Li, Yuanguang Qiu, Zhicheng Pan, Yiming Yang, Huang Tang, Fanjun Ma
Natura:	Artigo
Lingua:	Inglês
Pubblicazione:	MDPI AG 2024-10-01
Serie:	Buildings
Soggetti:	high-speed railway prestressed concrete box girder scale-down model accelerated corrosion test residual flexural bearing capacity
Accesso online:	https://www.mdpi.com/2075-5309/14/10/3322
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