Lateral Impact Response of Concrete-Filled Square Steel Tubes with Local Defects
A numerical model of 84 high-strength concrete-filled square steel tubular columns (HSCFST) with local defects is developed using ABAQUS. The effects of parameters such as crack angle, crack length, impact surface and impact energy on the impact resistance of HSCFST columns are considered. The resul...
| Autors principals: | , , , |
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| Format: | Article |
| Idioma: | English |
| Publicat: |
MDPI AG
2022-07-01
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| Col·lecció: | Buildings |
| Matèries: | |
| Accés en línia: | https://www.mdpi.com/2075-5309/12/7/996 |