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

المؤلف

Xu, S.

المصدر

Mathematical Problems in Engineering

العدد

المجلد 2014، العدد 2014 (31 ديسمبر/كانون الأول 2014)، ص ص. 1-10، 10ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2014-05-07

دولة النشر

مصر

عدد الصفحات

10

التخصصات الرئيسية

هندسة مدنية

الملخص 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.

نمط استشهاد جمعية علماء النفس الأمريكية (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

نمط استشهاد الجمعية الأمريكية للغات الحديثة (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

نمط استشهاد الجمعية الطبية الأمريكية (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

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-487870