Experimental research on square steel tubular columns filled with steel-reinforced self-consolidating high-strength concrete under axial load
A new design model for steel–concrete composite columns, namely square steel tubular columns filled with steel-reinforced self-consolidating high-strength concrete, is proposed. In this type of steel–concrete composite column, a steel section is inserted into the square steel tube and self-consolida...
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| Published in | Engineering structures Vol. 32; no. 8; pp. 2278 - 2286 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
01.08.2010
Elsevier |
| Subjects | |
| Online Access | Get full text |
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| Abstract | A new design model for steel–concrete composite columns, namely square steel tubular columns filled with steel-reinforced self-consolidating high-strength concrete, is proposed. In this type of steel–concrete composite column, a steel section is inserted into the square steel tube and self-consolidating high-strength concrete is filled into the tube. Eighteen composite column specimens were tested under axial compression. The effects of concrete strength, width-to-thickness ratio, length-to-width ratio, and ratio of steel section on the strength and deformation characteristics of these composite columns are discussed. The experimental results indicate that the encased steel section can restrain the generation of diagonal shear cracks in the core concrete thus changing the failure mode and the post-yield behavior of short composite columns. Formulas for calculating the ultimate strength of centrally loaded composite columns are proposed. The calculated values are in good agreement with the test results. |
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| AbstractList | A new design model for steel–concrete composite columns, namely square steel tubular columns filled with steel-reinforced self-consolidating high-strength concrete, is proposed. In this type of steel–concrete composite column, a steel section is inserted into the square steel tube and self-consolidating high-strength concrete is filled into the tube. Eighteen composite column specimens were tested under axial compression. The effects of concrete strength, width-to-thickness ratio, length-to-width ratio, and ratio of steel section on the strength and deformation characteristics of these composite columns are discussed. The experimental results indicate that the encased steel section can restrain the generation of diagonal shear cracks in the core concrete thus changing the failure mode and the post-yield behavior of short composite columns. Formulas for calculating the ultimate strength of centrally loaded composite columns are proposed. The calculated values are in good agreement with the test results. |
| Author | Zhu, Meichun Wang, Qingxiang Feng, Xiufeng Liu, Jianxin |
| Author_xml | – sequence: 1 givenname: Meichun surname: Zhu fullname: Zhu, Meichun organization: Architecture Engineering School, Shanghai Normal University, Shanghai 201418, China – sequence: 2 givenname: Jianxin surname: Liu fullname: Liu, Jianxin email: ljx163@163.com, liujx@shnu.edu.cn organization: Architecture Engineering School, Shanghai Normal University, Shanghai 201418, China – sequence: 3 givenname: Qingxiang surname: Wang fullname: Wang, Qingxiang organization: State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China – sequence: 4 givenname: Xiufeng surname: Feng fullname: Feng, Xiufeng organization: Bureau of Land Supervision of Shanghai, Shanghai 200032, China |
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| Keywords | Steel section Ductility High-strength concrete Self-consolidating concrete Steel tube Ultimate strength Composite columns Ultimate strength method Concrete-filled steel Tubular construction Stress strain relation Steel Experimental study Self compacting concrete Experimental result Research program Composite construction Column Properties of materials Axial load Computing method Square section High strength concrete |
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| SubjectTerms | Applied sciences Building structure Buildings. Public works Composite columns Construction (buildings and works) Ductility Exact sciences and technology High-strength concrete Self-consolidating concrete Steel section Steel tube Steel-concrete composite structure Ultimate strength |
| Title | Experimental research on square steel tubular columns filled with steel-reinforced self-consolidating high-strength concrete under axial load |
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