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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:ZHANG Su-mei,LIU Jie-peng.Axial compressive behavior and design method of tubed circular steel reinforced concrete short columns[J].Journal of Harbin Institute Of Technology(New Series),2010,17(1):1-7.DOI:10.11916/j.issn.1005-9113.2010.01.001.
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Axial compressive behavior and design method of tubed circular steel reinforced concrete short columns
Author NameAffiliation
Jasim Ali Abdullah School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
ZHANG Su-mei School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
LIU Jie-peng School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
Abstract:
To study the behavior and design of tubed circular steel reinforced concrete (TCSRC) short column under axial compressive loads, a nonlinear finite element model (FEM) has been developed to simulate this kind of structure. Depending on the FEM results, an elastic-plastic analysis was carried out to clarify the status of steel tube, then a simplified procedure was proposed to predict the compressive axial load strength. The results obtained from this procedure were compared with the test results. It is found that they agree well each other.
Key words:  TCSRC  short column  FEM  elastic-plastic analysis  compressive axial load strength
DOI：10.11916/j.issn.1005-9113.2010.01.001
Clc Number:TU398.9
Fund:

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