Non-Linear Finite Element Analysis on Composite Shear Wall with Opening

Tie Mei Zhu; Yan Hua Ye; Wei Wei; Wei Qing Liu; Zi Jun Wang

doi:10.4028/www.scientific.net/AMR.446-449.203

Paper Titles

Effect of U-Bracket on the Structural Performance of Cold-Formed Steel Angle Connection
p.180

Simplified Design Method of Debris Arch Detention Dams Structure and Its Application in Highway
p.186

Research to Performance of Basalt Fibre Strengthen SBS Modified Asphalt Mixture
p.191

Structural Damage Detection Based on the Wave Velocity Analysis
p.196

Non-Linear Finite Element Analysis on Composite Shear Wall with Opening
p.203

Study on Large Air Cooled Thermal Power Structural Wind Properties under Different Wind-Break Wall Forms
p.208

Stability Analysis of Steel Pipe with Large Diameter under Radial Pressure during Deep Shaft Construction
p.212

Effect of Strip Size on Neutral Angle during a Novel Semisolid Shearing-Rolling Process
p.216

Progress of Building Materials and Foundation Engineering in Ancient Iraq
p.220

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Non-Linear Finite Element Analysis on Composite...

Non-Linear Finite Element Analysis on Composite Shear Wall with Opening

Abstract:

A new composite structure system is proposed in this paper to suit the demand of building energy conservation and heat preservation. Based on the low reversed cyclic loading test, the non-linear finite element (FEM) analysis model of composite shear wall is established by ANSYS so as to study crack status, stress variation characteristics and failure process under the action of horizontal loading. The results of ANSYS finite element analysis show good agreement with the test results.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

203-207

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.203

Citation:

Cite this paper

Online since:

January 2012

Authors:

Tie Mei Zhu, Yan Hua Ye, Wei Wei, Wei Qing Liu, Zi Jun Wang

Keywords:

Building Energy Conservation, Composite Shear Wall Structure, Heat Preservation, Nonlinearity, Seismic Behavior

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] X. Liu, Y.H. Ye, R.L. Sun, J.S. Lu: Concrete. Vol. 7 (2010), pp.124-126. (in Chinese)

Google Scholar

[2] J.J. Jiang: Reinforced concrete structural nonlinear finite element analysis (Shaanxi science and technology publishing house, China 1994). (in Chinese)

Google Scholar

[3] X.Z. Lu, J.J. Jiang: Building Structure. Vol. 7(2003), pp.22-24. (in Chinese)

Google Scholar

[4] K.J. William, E.D. Warnke: Constitutive model for the triaxial behavior of concrete. Proceedings, International Association for Bridge and Structural Engineer, ISMES,Bergamo, Italy, Vol.19(1975),pp.174-186.

Google Scholar

[5] Y.Z. Lu, Z. Li, Z.P. Zhang, J.J. Lu: Engineering Mechanics. Vol. 25(2008), pp.152-157. (in Chinese)

Google Scholar

[6] J.J. Jiang, X.Z. Lu: The concrete structure finite element analysis ( Beijing: tsinghua university press, China 2005). (in Chinese)

Google Scholar

[7] X.M. Wang :ANSYS numerical analysis of engineering structures (Beijing: China Communication Press, China 2007). (in Chinese)

Google Scholar

[8] Z.H. Guo: Reinforced concrete principle ( Beijing: tsinghua university press, China 1999). (in Chinese)

Google Scholar

[9] L. Li, S.D. Xue, W.L. Cao:Journal of Shenyang university of architecture. Vol. 24(2008), pp.793-788. (in Chinese)

Google Scholar