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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Abstract

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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

韩林海, 杨有福. 矩形钢管混凝土轴心受压构件强度承载力试验研究. 土木工程学报, 2001, 34(4): 22-31

蒋涛, 沈之容, 余志伟. 矩形钢管混凝土轴压短柱承载力计算.特种结构, 2002, 19(2): 4-6

杨有福, 韩林海. 矩形钢管混凝土构件抗弯力学性能试验研究. 地震工程与工程震动, 2001, 21(3): 41-48

陈保春. 钢管混凝土偏心受压承载力分析. 福州大学学报, 2002,30(6): 838-845

Bradford M A. Design Strength of Slender Concrete-Filled RectangularSteel Tubes. ACI Structural Journal, 1996, 93(2): 229-235

Han Linhai, Yao Guohuang. Influence of Concrete Compaction on theStrength of Concrete-Filled Steel RHS Columns. Journal of ConstructionalSteel Research Volume,2003, 59(3): 751-767

Han L H. Tests on Stub Columns of Concrete-Filled RHS Sections.Journal of Constructional Steel Research, 2002, 58(3): 353-372

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