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Numerical Simulation of Z-Shaped Column Joints in RC Frame Based on Damage Plasticity Model

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Abstract:

This research selected Z-shaped section column joints in RC frame as the investigating object and considered the mechanical parameters extracted from physical model test results, proposed the finite element model of concrete damaged plasticity. Combining concrete damage plasticity model parameters on ABAQUS of concrete constitutive relationship from appendix C of Code for design of concrete structures (GB50010-2010), add the concept of damage factor to Energy equivalence principle, construct finite element model of Z-shaped column joints in RC frame, and simulated the test process under horizontal cyclic loading. The analysis results indicate that the finite element model can perfectly simulate action. It can reflect the mechanical properties of Z-shaped column joints in frame under horizontal cyclic loading, which is proved correct and reliable.

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Periodical:

Applied Mechanics and Materials (Volume 777)

Pages:

173-178

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.777.173

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Online since:

July 2015

Authors:

Zhen Qiang Ni*, Qin Shu Cui

Keywords:

ABAQUS, Frame Node, Mechanical Properties, Nonlinear Finite Element Analysis, Z-Shaped RC Column

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] JGJ149-201X (Tianjin University, China 2014).

Google Scholar

[2] Q.S. Cui, J.J. Yang and G.Y. Kang: Journal of Building Structures. Vol. 33 (2012), p.86.

Google Scholar

[3] H.L. Zhao, T.C. Wang and J.J. Hao: Journal of Building Structures. Vol. 35 (2014), p.51.

Google Scholar

[4] T.C. Wang, H.L. Zhao and G.Q. Hao: Jour-nal of Tianjin University. Vol. 43 (2010), p.1045.

Google Scholar

[5] J.P. Fu, C. Zhang and T. Chen: Journal of Building Structures. Vol. 27 (2006), p.67.

Google Scholar

[6] T.C. Wang, X.H. Zhang and G.Y. Kang: Journal of Tianjin University. Vol. 40 (2007), p.791.

Google Scholar

[7] B. Li: ACI Structural Journal. Vol. 106 (2009), p.790.

Google Scholar

[8] L.W. Ma, C.H. Chen and T.Y. Zhang: Natu-ral Science Edition. Vol. 38 (2006), p.232.

Google Scholar

[9] H.T. Zhao, Q.M. Wu and J.Y. Xue: Natural Science Edition. Vol. 43 (2011), p.1.

Google Scholar

[10] ABAQUS analysis user's manual v6. 10(ABAQUS Inc, China 2010).

Google Scholar

[11] GB50010-2010 (China Architecture &Building Press, China 2011).

Google Scholar

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