The Finite Element Analysis of RC Energy Absorption Columns Based on ABAQUS Software

Hua Ma; Hong Huan Wang; Zhen Bao Li; Xin Yu Sun; Xue Wei Zhang

doi:10.4028/www.scientific.net/AMM.174-177.2122

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 174-177The Finite Element Analysis of RC Energy...

The Finite Element Analysis of RC Energy Absorption Columns Based on ABAQUS Software

Abstract:

In this paper, the analysis work is conducted for simulating the experimental study on the energy absorption columns performed previously. The software ABAQUS is used for fulfillment of the research. The concrete damage plasticity model is adopted for the calculation of the macro-synthetic fiber-reinforced concrete material used in the columns. The viscosity coefficient and the damage factore of concrete are discussed, and the results analyzed agree with experimented.

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Periodical:

Applied Mechanics and Materials (Volumes 174-177)

Pages:

2122-2125

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.174-177.2122

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Online since:

May 2012

Authors:

Hua Ma, Hong Huan Wang, Zhen Bao Li, Xin Yu Sun, Xue Wei Zhang

Keywords:

ABAQUS, Concrete Damage Plasticity Model, Damage Parameter, Finite Element

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References

[1] Hua Ma, Honghuan Wang: Experimental Study on the Seismic Performance of Macro-Synthetic Fiber- Reinforced Concrete Ductile Columns, ICSBM 2012.

Google Scholar

[2] Hibbitt K S. ABAQUS Theory Manual[M]. Rhode Ishand, USA: DS Simulia, Inc, 2008.

Google Scholar

[3] GB 50010-2010 Code for design of concrete structures, edited by Construction industry press, BJ(2002), in press.

Google Scholar

[4] CECS38-2004 Fiber technical specification for concrete structures, edited by China plans to press, BJ(2004), in press.

Google Scholar

[5] Jianhui Li: Mechanical properties And Micro-mechanism of synthetic macro-fiber reinforced concrete (Beijing University of Technology, China 2006).

Google Scholar

[6] Jingsong Liu, Hongjun Liu: ABAQUS Finite Element Analysis of Reinforced Concrete, Equipment manufacturing technology Vol. 6 (1999), pp.69-70.

Google Scholar

[7] Zhongqiang Wang, Zhiwu Yu: Concrete Damage Model Based on Energy Loss, Journal of Building Materials Vol. 7 (2004), pp.365-369.

Google Scholar

[8] Jinfeng Cao, Yiping Shi, in: ABAQUS finite element analysis FAQ, edited by Mechanical industry press, BJ(2009), In press.

Google Scholar