A Probabilistic Extended Finite Element Approach: Application to the Prediction of Bone Crack Propagation

Article Preview

Abstract:

The Extended Finite Element Method (XFEM), has become a well-known tool to simulate crack propagation problems using non-structured meshes avoiding the remeshing process usually needed in this type of problems and allowing the inclusion of appropriate shape functions that reflect the asymptotic displacement field, near the crack tip, via a partition of unity fracture approach. However, in this kind of numerical applications, all the variables involved have been considered as deterministic (defined by a single given value), despite the well-known uncertainty associated to many of them (external loads, geometry and material properties, among others). The combination of the XFEM and probabilistic techniques is here proposed and formulated allowing treating fracture mechanics problems from a probabilistic point of view. We present the implementation of this probabilistic extended finite element method and apply it to the prediction of the appearance and propagation of a femur’s neck fracture under probabilistic loads.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 348-349)

Pages:

77-80

Citation:

Online since:

September 2007

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2007 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Belytschko T. and Black T. Elastic crack growth in finite elements with minimal remeshing. International Journal for Numerical Methods in Engineering. 45: 601-620, (1999).

DOI: 10.1002/(sici)1097-0207(19990620)45:5<601::aid-nme598>3.0.co;2-s

Google Scholar

[2] Melenk, J. M. and Babuska, I. The partition of unity finite element method: basic theory and applications. Comput. Methods Appl. Mech. Engng 139, 289-314, (1996).

DOI: 10.1016/s0045-7825(96)01087-0

Google Scholar

[3] Babuska, I. and Melenk, J. M. The partition of unity method: basic theory and applications. Int. J. Numer. Methods Engng 40, 727-758, (1997).

DOI: 10.1002/(sici)1097-0207(19970228)40:4<727::aid-nme86>3.0.co;2-n

Google Scholar

[4] Daux, C., Moes, N., Dolbow, J., Sukuman, N. and Belytschko, T. () Arbitray branched and intersecting cracks with the extended finite element method. Int. J. Numer. Methods Engng 48, 1741-1760, (2000).

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

Google Scholar

[5] Grasa J., Bea J. A., Rodríguez J. F. and Doblaré M. The perturbation method and the extended finite element method. An application to fracture mechanics problems. Fatigue & Fracture of Engineering Materials & Structures 29, 1-7, (2006).

DOI: 10.1111/j.1460-2695.2006.01028.x

Google Scholar

[6] Yang, K. H., Shen, K. L., Demetropoulos, C. K., King, A. I., Kolodziej, P., Levine, R. S., and Fitzgerald, R. H. The relationship between loading conditions and fracture patterns of the proximal femur. Journal of Biomechanical Engineering, 118: 575-578. (1996).

DOI: 10.1115/1.2796045

Google Scholar

[7] Hisada, T. y Nakagiri, S. Stochastic Finite element method developed for structural safety and reliability. Proceedings of the 3rd International Conference on Structural Safety and Reliability, Elsevier, Amsterdam, pages 395-408, (1981).

Google Scholar

[8] Moes, N., Dolbow, J. and Belytschko, T. A finite element method for crack growth without remeshing. Int. J. Numer. Methods Engng 46, 131-150, (1999).

DOI: 10.1002/(sici)1097-0207(19990910)46:1<131::aid-nme726>3.0.co;2-j

Google Scholar