PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS

Ren Qingxin; Guo Junfeng; Jia Lianguang; Liu Deqing

doi:10.13204/j.gyjz201108026

Volume 41 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(8): 110-114,90

CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701

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Ren Qingxin, Guo Junfeng, Jia Lianguang, Liu Deqing. PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 110-114,90. doi: 10.13204/j.gyjz201108026

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PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS

doi: 10.13204/j.gyjz201108026

1.
School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China

Received Date: 2011-05-08
Publish Date: 2011-08-20

Abstract

Abstract

Aimed at the inclined concrete-filled steel tubular columns with circle sections in an existing skyscraper,finite element model was set up on the machanical behaviour of this structure.A set of test data was used to verify the finite element model.Generally,good agreement was achieved.Based on the finite element analysis,the interaction between steel tube and concrete,as well as failure mode was primarily analyzed.
- concrete-filled steel tube,
- inclined stub column,
- circle section,
- mechanical behaviour,
- finite element

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