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

Internet

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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