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Experimental and Analytical Research on Flexural Behavior of Concrete-Filled High-Strength Steel Tubular Members
Using high-strength steel (yield strength f(y) ≥ 460 MPa) in concrete-filled steel tubes is expected to provide a superior bearing capacity by achieving light weight and efficient construction, but the existing design limitation on diameter-to-thickness (D/t) ratios for concrete-filled high-strength...
| Autores principales: | , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2022
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9181185/ https://www.ncbi.nlm.nih.gov/pubmed/35683088 http://dx.doi.org/10.3390/ma15113790 |