Nonlinear Analysis of Two Shear Walls Using Elastic Plastic Damage Model

Lin Lin; Cheng He Li; Hu Qi

doi:10.4028/www.scientific.net/AMM.182-183.1581

Paper Titles

Optimization of the Sieve’s Structure about Vibration Filtration and Transportation Equipment
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Convergence Analysis for the Elliptic Boundary Value Problem of Rectangle Nested Refinement Finite Element with Q₁ Truncation
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The Weighted Error Estimation of Finite Element Method for Two-Point Boundary Value Problem
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Studies on the Thermal Decomposition Kinetic of an Nitrate Ester
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Nonlinear Analysis of Two Shear Walls Using Elastic Plastic Damage Model
p.1581

Finite Element Method in the Research on the Application of Contact Deformation
p.1585

Construction of Planar Dynamic Systems with Function of Non-Linear Angle Variables
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The Load Analysis of Chisel-Edge Ruling Tool for Diffraction Gratings
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The Parameter Inversion and Stress Simulation Analysis for High RCC Gravity Dam in Construction
p.1600

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 182-183Nonlinear Analysis of Two Shear Walls Using...

Nonlinear Analysis of Two Shear Walls Using Elastic Plastic Damage Model

Abstract:

In this paper, the elastic plastic damage model for concrete under static loading previously proposed by Hu Qi et al. is developed in ABAQUS via UMAT, and it is verified by the simulation of two shear wall members under horizontal loading. The simulation results indicate that this constitutive model can accurately predict typical nonlinear performances of reinforcement concrete shear walls. Using the proposed model one can get the damage distribution of reinforced concrete members which is helpful for researchers to get the failure pattern of structures.

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Periodical:

Applied Mechanics and Materials (Volumes 182-183)

Pages:

1581-1584

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.182-183.1581

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Online since:

June 2012

Authors:

Lin Lin, Cheng He Li, Hu Qi

Keywords:

ABAQUS, Concrete, Constitutive Model, Shear Wall

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References

[1] H. Qi, Y.G. Li, X.L. Lu: A practical elastic plastic damage model for concrete. Advanced Materials Research, Vol. 243-249(2011), pp.313-318.

DOI: 10.4028/www.scientific.net/amr.243-249.313

Google Scholar

[2] H. Qi, Y.G. Li, X.L. Lu: A plastic damage model for practical application. Advanced Materials Research, Vol. 255-260(2011), pp.142-145.

DOI: 10.4028/www.scientific.net/amr.255-260.142

Google Scholar

[3] R. Faria, J. Oliver and M. Cervera: A strain-based plastic viscous-damagemodel for massive concrete structures. Int. J. Solids and Struct, Vol. 35(1998), pp.1533-1558.

DOI: 10.1016/s0020-7683(97)00119-4

Google Scholar

[4] D. Lefas, M. D. Kotsovos and N.N. Ambraseys: Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism. ACI Structural Journal, Vol. 87(1990), pp.23-31.

DOI: 10.14359/2911

Google Scholar

[5] J.Y. Wu: Damage energy release rate-based elastoplastic damage constitutive model for concrete and its application to nonlinear analysis of structures. Ph.D. Dissertation, Tongji University, Shanghai, China(2004).

Google Scholar