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Effect of Tie Bars on Axial Compressive Behavior of Round-Ended Rectangular CFST Stub Columns
Round-ended rectangular concrete-filled steel tube (RRCFST) columns are prone to local buckling that are close to straight steel plates when used as piers of a bridge and affect its long-term use. In order to solve this problem, tie bars were used in this research to stiffen RRCFST columns. Eleven s...
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2022
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| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8838020/ https://www.ncbi.nlm.nih.gov/pubmed/35161085 http://dx.doi.org/10.3390/ma15031137 |