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Degradation of Axial Ultimate Load-Bearing Capacity of Circular Thin-Walled Concrete-Filled Steel Tubular Stub Columns after Corrosion

This work aimed to investigate the effects of steel tube corrosion on the axial ultimate load-bearing capacity (AULC) of circular thin-walled concrete-filled steel tubular (CFST) members. Circular thin-walled CFST stub column specimens were made of steel tubes with various wall-thicknesses. These CF...

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Detalles Bibliográficos
Autores principales:	Zhang, Fengjie, Xia, Junwu, Li, Guo, Guo, Zhen, Chang, Hongfei, Wang, Kejin
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2020
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7040596/ https://www.ncbi.nlm.nih.gov/pubmed/32050526 http://dx.doi.org/10.3390/ma13030795

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