Performance of Round-Ended Concrete-Filled Steel Tubular Columns Under Combined Compression–Bending–Shear Loading
This study develops and validates a finite element model for round-ended concrete-filled steel tubular (CFST) columns subjected to combined compression–bending–shear loading using ABAQUS. Based on the calibrated model, the mechanical behavior of such members is thoroughly analyzed, including lateral...
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| Главные авторы: | , , , , |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
MDPI AG
2026-03-01
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| Серии: | Buildings |
| Предметы: | |
| Online-ссылка: | https://www.mdpi.com/2075-5309/16/7/1348 |
| Метки: |
Нет меток, Требуется 1-ая метка записи!
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