Study on rectangular concrete-filled steel tubes with unequal wall thickness
| Autor: | Bing Chen, Guang-Yuan Fu, She-Xu Zhao, Chen-Jiang Yu, Yang Zhang, Si-Ping Li |
|---|---|
| Rok vydání: | 2016 |
| Předmět: |
Materials science
business.industry media_common.quotation_subject 0211 other engineering and technologies Metals and Alloys Centroid 020101 civil engineering 02 engineering and technology Building and Construction Structural engineering Bending Inertia 0201 civil engineering Stub (electronics) Section (fiber bundle) Core (optical fiber) 021105 building & construction business Civil and Structural Engineering media_common Neutral axis Principal axis theorem |
| Zdroj: | Steel and Composite Structures. 22:1073-1084 |
| ISSN: | 1229-9367 |
| Popis: | Rectangular concrete-filled steel tubular columns with unequal wall thickness were investigated in the paper. The physical centroid, the centroidal principal axes of inertia, and the section core were given. The generalized bending formula and the generalized eccentric compression formula were deduced, and the equation of the neutral axis was also provided. The two rectangular concrete-filled steel tubular stub specimens subjected to the compression load on the physical centroid and the geometric centroid respectively were tested to verify the theoretical formulas. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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