Study on Mechanical Performance of Wall-Column Subassembly in New Precast Reinforced Concrete Frame-Shearwall Structure

Hao Zhang; Jia Xin Tong; Wei Jian Zhao; Chang Zheng Sun

doi:10.4028/www.scientific.net/AMM.351-352.1014

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Study on Mechanical Performance of Wall-Column...

Study on Mechanical Performance of Wall-Column Subassembly in New Precast Reinforced Concrete Frame-Shearwall Structure

Abstract:

A practical connection method of wall-column subassembly in new precast reinforced concrete frame-shearwall structure was proposed in this paper. Based on the general finite element software ABAQUS, numerical simulations were carried out on the mechanical performance of the precast and cast-in-situ wall-column subassemblies by using concrete damaged plastic model and bilinear kinematic hardening model. Results showed that mechanical performance of the precast wall-column subassembly, such as carrying capacities, deformations and failure modes, were almost equal to the cast-in-situ wall-column subassembly. Feasibility of the connection method which this paper proposed is verified preliminarily. The research results can provide theoretical references for related experimental researches, engineering designs and constructions.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

1014-1017

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.1014

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Online since:

August 2013

Authors:

Hao Zhang, Jia Xin Tong, Wei Jian Zhao, Chang Zheng Sun

Keywords:

Finite Element, Frame-Shear Wall Structure, Numerical Simulation, Precast, Wall-Column Subassembly

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References

[1] C.F. Zhu, Z.X. Guo: China Civil Engineering Journal Vol. 45 (2012), pp.69-76 (in Chinese).

Google Scholar

[2] M. J. Nigel Priestley, Gregory A. MacRae: PCI Journal Vol. 41 (1996), pp.64-81.

Google Scholar

[3] Kaya M, Arslan A: Materials and Design Vol. 30 (2009), pp.3802-3811.

Google Scholar

[4] B. Zhao, X.L. Lv, H.F. Liu etc: Journal of Building Structures. Vol. 25 (2004), pp.22-28 (in Chinese).

Google Scholar

[5] T.F. Dong, Z.B. Li, etc: Journal of Hebei Institute of Architectural Science and Technology. Vol. 23 (2006), pp.27-30 (in Chinese).

Google Scholar

[6] T. Kabeyasawa, H. Shiohara, S. Otanl, H. Aoyama: The Faculty of Eng. (1983), pp.432-478.

Google Scholar

[7] Z. Zhuang, X.C. You, J. H. Liao, etc, in: Based on ABAQUS finite element analysis and application, edited by Tsinghua University Press, Beijing (2009), in press (in Chinese).

Google Scholar

[8] Lee J, Fenves G. L: J. Eng. Mech. Vol. 24 (1998), pp.892-900.

Google Scholar