Numerical Simulation of Crack Growth of Composite Structure Based on XFEM

Article Preview

Abstract:

The basic principle and technique of a new and effective extended finite element method is introduced first in the paper. Compared with classical finite element method, the crack growth can be simulated by XFEM without making the crack surface associated to the mesh and without remeshing after crack growth. On the basis it is applied to analyze difficult problem of fracture and crack growth mechanism of composite pavement structural. By three-point bending test of composite structural beam, the whole process of initial crack and the crack growth of composite pavement structure is analyzed by numerical simulation. It can be divided into four key stages from cracking to crack reflection and each stage is presented by tensile stress and SATUSXFEM. The research results can provide important reference for composite structure design and proposed control countermeasure.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

366-369

Citation:

Online since:

November 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hillerborg A, Modéer M, Peterson P E. Analysis of crack propagation and crack growth in concrete by means of fracture mechanics and finite elements . Cement and Concrete Research, 1976, 6: 773-782.

DOI: 10.1016/0008-8846(76)90007-7

Google Scholar

[2] Bozkurt D. Three dimensional finite element analysis to evaluate reflective cracking potential in asphalt concrete overlays [D] . Illinois : University of Illinois , department of civil engineering ,2002.

Google Scholar

[3] H. Akbulut;K. Aslantas. Finite element analysis of stress distribution on bituminous pavement and failure mechanism.Materials and Design, 2005, 26(4): 383–387.

DOI: 10.1016/j.matdes.2004.05.017

Google Scholar

[4] Dong Yuwen, Ren Qingwen. Study on numerical simulation of crack growth of concrete based on XFEM. Journal of Chongqing Jiaotong University(Natural Science),2009,28(1):36-40.

Google Scholar

[5] Moës N, Belytschko T. Extended finite element method for cohesive crack growth. Engineering Fracture Mechanics, 2002, 69: 813-833.

DOI: 10.1016/s0013-7944(01)00128-x

Google Scholar

[6] Daux C, Moës N, Dolbow J, Sukumar N, Belytschko T.Arbitrary branched and intersecting cracks with the extended finite element method. International Journal for Numerical Methods in Engineering, 2000, 48:1741-1760.

DOI: 10.1002/1097-0207(20000830)48:12<1741::aid-nme956>3.0.co;2-l

Google Scholar

[7] Dolbow J, Moes N, Belytschko T. Modelling fracture in Mindlin-Reissner plates with the extended finite element method. International Journal of Solids and Structures,2000, 37: 7161-7183.

DOI: 10.1016/s0020-7683(00)00194-3

Google Scholar

[8] Sukumar N, Chopp D L, Moës N, Belytschko T.Modelling holes and inclusions by level sets in the extended-finite element method Computer Methods in Applied Mechanics and Engineering, 2001, 190: 6183-6200.

DOI: 10.1016/s0045-7825(01)00215-8

Google Scholar

[9] Fang Xiujun, Jin Feng. Extended finite element method based on ABAQUS. Engneering Mechanics , 2007, 24( 7) : 6 -10.

Google Scholar

[10] E. Giner, N. Sukumar, J.E. Tarancón, F.J. Fuenmayor. An Abaqus implementation of the extended finite element method. Engineering Fracture Mechanics,2009,26:347-368.

DOI: 10.1016/j.engfracmech.2008.10.015

Google Scholar

[11] J. L. Asferg, P. N. Poulsen and L. O. Nielsen. A consistent partly cracked XFEM element for cohesive crack growth. International Journal for Numerical Methods in Engineering,2007,72:464–485.

DOI: 10.1002/nme.2023

Google Scholar