ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS

Zhou Jing; Cai Jian

doi:10.13204/j.gyjz200605023

Volume 36 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(5): 87-90

Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023

Citation:

Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023

Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023

Citation:

Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023

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ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS

doi: 10.13204/j.gyjz200605023

Zhou Jing,
Cai Jian

1.
Department of Civil Engineering,South China University of Technology Guangzhou 510640

Received Date: 2005-12-22
Publish Date: 2006-05-20

Abstract

Abstract

An approach to the ultimate load analysis of the concrete-filled steel tube T shaped columns is presented.Based on the calculation mode of stress-strain relation growing according to exponential rule for the composite materials,calculation formula of elastic-plastic bearing capacity is deduced,and the influence of sectional dimension is analyzed by the formula.Finally,a numerical example confirms the correctness and validity of the proposed computation formula.
- concrete-filled steel tube,
- elastoplasticity,
- bearing capacity,
- eccentricity

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References(7)

References

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