EJIIM for Calculation of effective Elastic Moduli in 3D Linear Elasticity

نویسندگان

  • V. Rutka
  • A. Wiegmann
  • H. Andrä
  • Vita Rutka
  • Andreas Wiegmann
  • Heiko Andrä
چکیده

The Explicit Jump Immersed Interface Method solves boundary value problems by embedding arbitrary domains in rectangular parallelepipeds and extending the boundary value problem to such a domain. Now the boundary conditions become jump conditions, and separate equations for the discretized solution of the pde and for the jump conditions are written. In the first set of equations, the jumps correct standard difference formulas, in the second set of equations solution values from interior grid points are used to compute quantities on the interface. For constant coefficient pde, the first set can be solved very efficiently by direct Fast Fourier transform inversion, and this is used to efficiently evaluate the smaller Schur-complement matrix-vector multiplication in a conjugate gradient approach to find the jumps. Here this approch is applied to the three-dimensional equations of linear elasticity. The resulting method is second order convergent for the displacements in the maximum norm as the grid is refined. It is applied to calculate the effective elastic moduli of fibrous and porous microstructures in three dimensions using the strain energy equivalence principle. From these effective moduli, best estimates under various symmetry assumptions are calculated.

برای دانلود رایگان متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Canonical elastic moduli

Every linear planar anisotropic elastic material is equivalent, under a linear change of coordinates, to an orthotropic material. Consequently, up to linear changes of variables, there are just two "canonical" planar elastic moduli which determine the properties of any linearly elastic material. Extensions to three-dimensional elasticity and applications are indicated.

متن کامل

Finite Difference Method for Biaxial and Uniaxial Buckling of Rectangular Silver Nanoplates Resting on Elastic Foundations in Thermal Environments Based on Surface Stress and Nonlocal Elasticity Theories

In this article, surface stress and nonlocal effects on the biaxial and uniaxial buckling of rectangular silver nanoplates embedded in elastic media are investigated using finite difference method (FDM). The uniform temperature change is utilized to study thermal effect. The surface energy effects are taken into account using the Gurtin-Murdoch’s theory. Using the principle of virtual work, the...

متن کامل

Determination of Hashin-Shtrikman bounds on the isotropic effective elastic moduli of polycrystals of any symmetry

Although methods to determine optimal Hashin–Shtrikman bounds for polycrystals of cubic to monoclinic symmetry have been described, the calculation of bounds for triclinic crystals has not previously been possible. The recent determination of elastic moduli of common minerals with low symmetry provides motivation to extend the Hashin–Shtrikman formulation to lower symmetry. Here, Hashin– Shtrik...

متن کامل

Bounds on effective dynamic properties of elastic composites

We present general, computable, improvable, and rigorous bounds for the total energy of a finite heterogeneous volume element O or a periodically distributed unit cell of an elastic composite of any known distribution of inhomogeneities of any geometry and elasticity, undergoing a harmonic motion at a fixed frequency or supporting a singlefrequency Bloch-form elastic wave of a given wavevector....

متن کامل

On the representation formula for well-ordered elastic composites: a convergence of measure approach

The aim of this paper is to derive an integral representation formula for the effective elasticity tensor for a two-component well-ordered composite of elastic materials without using a third reference medium and without assuming the completeness of the eigenspace of the operator Ĝ defined in (2.16) in (J. Mech. Phys. Solids 1984; 32(1):41–62). As shown in (J. Mech. Phys. Solids 1984; 32(1):41–...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2006