Stable Cracking Particles Method Based on Stabilized Nodal Integration and Updated Lagrangian Kernel

Author

Xu, S.

Source

Mathematical Problems in Engineering

Issue

Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-10, 10 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2014-05-07

Country of Publication

Egypt

No. of Pages

10

Main Subjects

Civil Engineering

Abstract EN

A stable cracking particles method (CPM) based on updated Lagrangian kernels is proposed.

The idea of CPM is to model the crack topology by a set of cracked particles.

Hence no representation of the crack surface is needed making the method useful for problems involving complex fracture patterns as they occur in dynamics and under fast loading conditions.

For computational efficiency, nodal integration is exploited in the present paper.

In order to avoid instabilities, a scheme is presented to stabilized the integration.

Moreover, a set of simple cracking rules are proposed in order to prevent numerical fracture.

The method is applied to two benchmark problems and shows good accuracy.

American Psychological Association (APA)

Xu, S.. 2014. Stable Cracking Particles Method Based on Stabilized Nodal Integration and Updated Lagrangian Kernel. Mathematical Problems in Engineering،Vol. 2014, no. 2014, pp.1-10.
https://search.emarefa.net/detail/BIM-487870

Modern Language Association (MLA)

Xu, S.. Stable Cracking Particles Method Based on Stabilized Nodal Integration and Updated Lagrangian Kernel. Mathematical Problems in Engineering No. 2014 (2014), pp.1-10.
https://search.emarefa.net/detail/BIM-487870

American Medical Association (AMA)

Xu, S.. Stable Cracking Particles Method Based on Stabilized Nodal Integration and Updated Lagrangian Kernel. Mathematical Problems in Engineering. 2014. Vol. 2014, no. 2014, pp.1-10.
https://search.emarefa.net/detail/BIM-487870

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-487870