AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES

Wang Juan; Zhao Junhai; Liu Qi; Li Yan

doi:10.13204/j.gyjz2001407031

Volume 44 Issue 07

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(07): 151-154

Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015

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Wang Juan, Zhao Junhai, Liu Qi, Li Yan. AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031

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AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES

doi: 10.13204/j.gyjz2001407031

Publish Date: 2014-07-20

Abstract

Abstract

Based on the twin shear unified strength theory，it was analyzed the condition of load for the steel tube and the core-concrete under tri-axial compression，the formula of axial bearing capacity of steel reinforced concrete short column with double circular steel tubes was established whose influencing factors were analyzed． By the comparison between the results calculated by the formula and the test results，it shows good agreement． Meanwhile，applying the formula in this paper to an engineering example，higher accuracy can be found in this calculation than the results in relevant documents by the comparison between them and the finite element analysis results．
- unified strength theory,
- tri-axial compression,
- double circular steel tubes,
- ultimate bearing capacity

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