Mechanical response of slender ultra-high-strength concrete filled high-strength steel tube columns under eccentric compression
This study bridges the knowledge gap regarding the eccentric compression behavior of circular ultra-high-strength concrete filled high-strength steel tube (CuFShT) columns. Tests on 12 medium-length CuFShT specimens with varying steel contents and load eccentricities revealed their failure modes, lo...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-07-01
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| Series: | Case Studies in Construction Materials |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525005601 |
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