Non-Linear Finite Element Analysis of EPS Module Shear Wall

Min Zhang; Ying Yu Jin; Li Jun Dou

doi:10.4028/www.scientific.net/AMM.204-208.4533

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Non-Linear Finite Element Analysis of EPS Module...

Non-Linear Finite Element Analysis of EPS Module Shear Wall

Abstract:

EPS module is connected like roy brick to form a hollow wall, then grouting the without vibrate concrete to form the thermal-insulating shear wall. Based on the experiment data, analyzed the aseismatic behavior of EPS module shear wall under horizontal cyclic loads by ANSYS software. Compared EPS module shear wall with the traditional shear wall on crack status, stress and strain distribution, rigidity, and attenuation coefficients of rigidity. Compared the experiment data with the finite element analysis result by ANSYS, discussed the method of analyzing this new plate material by finite element analysis, which can be basis for experiment and analysis on this material.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

4533-4537

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.4533

Citation:

Cite this paper

Online since:

October 2012

Authors:

Min Zhang*, Ying Yu Jin, Li Jun Dou

Keywords:

ANSYS, Energy Conservation, EPS Thermal Insulation Composite Wall, Finite Element Analysis (FEA), Shear Wall

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* - Corresponding Author

References

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