Investigations into Structural Behavior of Concrete-Filled RHS Columns with Unequal Flange Thickness under Compressive Load

Previous studies have shown that components with an unequal-walled concrete-filled rectangular hollow section (CFRHS) can achieve a greater resistance under bending than those with equal-walled CFRHS. However, the study on the compressive behavior of the CFRHS column is limited. Therefore, this pape...

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Detalles Bibliográficos
Autores principales: Fu, Guangyuan, Fu, Gongyi, Li, Siping, Yang, Jian, Wang, Feiliang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7730233/
https://www.ncbi.nlm.nih.gov/pubmed/33266294
http://dx.doi.org/10.3390/ma13235463

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7730233/
https://www.ncbi.nlm.nih.gov/pubmed/33266294
http://dx.doi.org/10.3390/ma13235463

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