FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS

Xue Jianyang; Meng Gang; Liu Zuqiang; Chen Zhuo; Chen Zongping

doi:10.13204/j.gyjz201309004

Volume 43 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(9): 23-29

Xue Jianyang, Meng Gang, Liu Zuqiang, Chen Zhuo, Chen Zongping. FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 23-29. doi: 10.13204/j.gyjz201309004

Citation:

Xue Jianyang, Meng Gang, Liu Zuqiang, Chen Zhuo, Chen Zongping. FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 23-29. doi: 10.13204/j.gyjz201309004

Citation:

Xue Jianyang, Meng Gang, Liu Zuqiang, Chen Zhuo, Chen Zongping. FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 23-29. doi: 10.13204/j.gyjz201309004

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FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS

doi: 10.13204/j.gyjz201309004

1.
1. College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. College of Civil Engineering and Architecture,Guangxi University,Nanning 530004,China

Received Date: 2013-01-30
Publish Date: 2013-09-20

Abstract

Abstract

In this paper，it was carried out nonlinear numerical simulation of six axial specimens and nine eccentriccompression specimens of steel reinforced recycled aggregate concrete columns using open-source earthquakeengineering simulation system OpenSees． It was also analysed the effects of the recycled aggregate replacement rate，slenderness ratio and concrete strength on the bearing capacity of the exially loaded specimens，and also analyzed theeffects of the recycled aggregate replacing rate，relative eccentricity and concrete strength on the bearing capacity ofthe eccentrically loaded specimens． In the analyzing process，the column section was fine-divided and different fiberswere defined to simulate the appropriate material properties． And then，a model of SＲＲAC column was establishedbased on the nonlinear beam-column element． The comparative analysis of the simulation results and the experimentalresults indicates that OpenSees Program can be used in simulating the loading process of steel reinforced recycledaggregate concrete columns effectively．
- steel reinforced recycled aggregate concrete,
- eccentric compression column,
- fiber model,
- static nonlinear analysis,
- numerical simulation

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References(14)

References

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