Axial compressive behavior and design method of tubed circular steel reinforced concrete short columns
ZHANG Su-mei, 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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Axial compressive behavior and design method of tubed circular steel reinforced concrete short colum
本站小编 哈尔滨工业大学/2019-10-23
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