Numerical Study of Dynamic Load Concrete Failure Process Using Extended Finite Element Method

Cheng Fan; Xue Qing Jing

doi:10.4028/www.scientific.net/AMM.336-338.1379

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 336-338Numerical Study of Dynamic Load Concrete Failure...

Numerical Study of Dynamic Load Concrete Failure Process Using Extended Finite Element Method

Abstract:

This paper is mainly based on the basic principle of the extended finite element ,in the large commercial software abaqus on the platform of dynamic load eccentric mixed-mode of concrete failure process are numerically simulated, the results showed that the crack together under tension and shear ,crack extension direction and the direction of cracks was obvious deflection, and is in good agreement with the physical experiments, also shows that the extended finite element fracture problems have very good advantage.

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Periodical:

Applied Mechanics and Materials (Volumes 336-338)

Pages:

1379-1382

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.336-338.1379

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Cite this paper

Online since:

July 2013

Authors:

Cheng Fan*, Xue Qing Jing

Keywords:

Concrete, Crack, Extended Finite Element Method (XFEM), Numerical Simulation

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