Passive stress-strain model and ultimate strength prediction for short steel tube confined concrete (STCC) columns allowing for size effect
Steel tubes can significantly enhance the strength and ductility of concrete-filled steel tube (CFST) and steel tube confined concrete (STCC) columns. Existing research work have mainly focused on the former type while the later type of members not only avoid longitudinal steel bulking but also prov...
| المؤلفون الرئيسيون: | , , , , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Elsevier
2024-07-01
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| سلاسل: | Case Studies in Construction Materials |
| الموضوعات: | |
| الوصول للمادة أونلاين: | http://www.sciencedirect.com/science/article/pii/S2214509524000172 |