Mechanical Failure in Microstructural Heterogeneous Materials

Various heterogeneous materials with multiple scales and multiple phases in the microstructure have been produced in the recent years. We consider a mechanical failure due to the initiation and propagation of cracks in places of high pore density in the microstructures. A multi-scale method based on the asymptotic homogenization theory together with the mesh superposition method (s-version of FEM) is presented for modeling of cracks. The homogenization approach is used on the global domain excluding the vicinity of the crack where the periodicity of the microstructures is lost and this approach fails. The multiple scale method relies on efficient combination of both macroscopic and microscopic models. The mesh superposition method uses two independent (global and local) finite element meshes and the concept of superposing the local mesh onto the global continuous mesh in such a way that both meshes not necessarily coincide. The homogenized material model is considered on the global mesh while the crack is analyzed in the local domain (patch) which allows to have an arbitrary geometry with respect to the underlying global finite elements. Numerical experiments for biomorphic cellular ceramics with porous microstructures produced from natural wood are presented.

[1]  Ted Belytschko,et al.  Arbitrary discontinuities in finite elements , 2001 .

[2]  A. Bensoussan,et al.  Asymptotic analysis for periodic structures , 1979 .

[3]  Naoki Takano,et al.  Multi-scale finite element analysis of porous materials and components by asymptotic homogenization theory and enhanced mesh superposition method , 2003 .

[4]  Ted Belytschko,et al.  A finite element method for crack growth without remeshing , 1999 .

[5]  Brian Moran,et al.  Crack tip and associated domain integrals from momentum and energy balance , 1987 .

[6]  J. Prévost,et al.  Modeling quasi-static crack growth with the extended finite element method Part I: Computer implementation , 2003 .

[7]  Ted Belytschko,et al.  Combined extended and superimposed finite element method for cracks , 2004 .

[8]  Jacob Fish,et al.  THE S-VERSION OF FINITE ELEMENT METHOD FOR LAMINATED COMPOSITES , 1996 .

[9]  Stéphane Bordas,et al.  Enriched finite elements and level sets for damage tolerance assessment of complex structures , 2006 .

[10]  V. Zhikov,et al.  Homogenization of Differential Operators and Integral Functionals , 1994 .

[11]  Stéphane Bordas,et al.  An extended finite element library , 2007 .

[12]  Jean-Herve Prevost,et al.  MODELING QUASI-STATIC CRACK GROWTH WITH THE EXTENDED FINITE ELEMENT METHOD PART II: NUMERICAL APPLICATIONS , 2003 .

[13]  Toshitaka Ota,et al.  Biomimetic Process for Producing SiC “Wood” , 1995 .

[14]  J. Fish The s-version of the finite element method , 1992 .

[15]  Ronald H. W. Hoppe,et al.  Optimal shape design in biomimetics based on homogenization and adaptivity , 2004, Math. Comput. Simul..