Finite Element Analysis of Strain Localization under Static and Dynamic Loading Conditions Based on Cosserat Continuum Model

Article Preview

Abstract:

In the present work, the Cosserat micro-polar continuum theory is introduced into the FEM numerical model, which is used to simulate the strain localization phenomena under static and dynamic loading conditions. The numerical studies on progressive failure phenomena, which occur in a panel, characterized by strain localization due to strain softening and its development, are numerically modelled by two types of Cosserat continuum finite elements, i.e. u8ω8 and u8ω4 elements. It is indicated that both two Cosserat continuum finite elements possess better performance in simulation of strain localization. Because of the presence of an internal length scale in Cosserat continuum model a perfect convergence is found upon mesh refinement. A finite, constant width of the localization zone is computed under static as well as under transient loading conditions.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2510-2514

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] R. de Borst, L.J. Sluys: Computer Methods in Applied Mechanics and Engineering, Vol.90, 805-827(1991).

Google Scholar

[2] R. de Borst: Comp.Meth. Appl. Mech. Eng., Vol.103, 347-362 (1993).

Google Scholar

[3] Xikui Li, Hongxiang Tang: Computers and Structures, Vol.83, No.1, 1-10(2005).

Google Scholar

[4] Hongxiang Tang and Xikui Li: Journal of Rock and Soil Mechanics(In Chinese), Vol.28, 2259-2264(2007).

Google Scholar

[5] Hongxiang Tang and Xikui Li, in: Proceeding of the 4th Asian Joint Symposium on Geotechnical and Geo-Environmental Engineering, Dalian, China(2006).

Google Scholar

[6] Hongxiang Tang, in The 10th International Symposium on Landslides and Engineered Slopes, Xian, China(2008).

Google Scholar