Analytical Hysteretic Behavior of Square Concrete-Filled Steel Tube Pier Columns under Alternate Sulfate Corrosion and Freeze-Thaw Cycles

The hysteretic behavior of square concrete-filled steel tube (CFST) stub columns subjected to sulfate corrosion and freeze-thaw cycle is examined by numerical investigation. The constitutive model of steel considered the Bauschinger effect, and compression (tension) damage coefficient was also adopt...

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Detalles Bibliográficos
Autores principales: Zhang, Tong, Wen, Qianxin, Gao, Lei, Xu, Qian, Tang, Jupeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9101322/
https://www.ncbi.nlm.nih.gov/pubmed/35591432
http://dx.doi.org/10.3390/ma15093099

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9101322/
https://www.ncbi.nlm.nih.gov/pubmed/35591432
http://dx.doi.org/10.3390/ma15093099

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