Crystal Elasticity. Pascal Gadaud
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Название: Crystal Elasticity

Автор: Pascal Gadaud

Издательство: John Wiley & Sons Limited

Жанр: Техническая литература

Серия:

isbn: 9781119988519

isbn:

СКАЧАТЬ [1.3]) as follows:

      [1.46]

      Moreover, with relation [1.2], the following expression can be obtained:

      [1.47]

      In order to study Poisson’s ratio, the same approach is taken for cubic symmetry. First, the transverse deformation along the direction y’ can be written as:

      [1.48]

      The expression in z’ is the same if the index ‘ is replaced by ‘‘.

      [1.49]

      And the resulting expression of Poisson’s ratio depends only on the angle between x’ and z:

      [1.50]

      Finally, the shear module during the same torsion test defined for cubic symmetry is written as.

      [1.51]

      Moreover, using the same approach yields:

      [1.52]

      The cases of quadratic and orthorhombic symmetries are beyond the scope of this chapter. As it will be noted in what follows, the amount of reliable data on these symmetries is insufficient.

      Taking the second sample in the direction of type <111> yields:

      [1.55]

      The indeterminacy is then lifted; S11 and S44 are determined by the first and third tests. S12 can be deduced from the second test:

      [1.56]

      The second difficulty, certainly less known, arises from the strict application of the generalized Hooke’s law. As already noted, for Poisson’s ratio and the shear modulus, the fact of reasoning in an infinite medium (or a sphere) renders all the directions perpendicular to the stress direction equiprobable and simplifies the formalism. However, this formalism cannot be applied for the measurement of a sample of finite dimensions, unless it exclusively involves cylindrical rods.

      [1.57]

      However, if all these transverse directions are considered individually, this value evolves angularly between two extrema:

      [1.58]

      [1.59]

      According to the anisotropy, each one corresponds either to a maximum or a minimum. Therefore, for a rectangular section, for example, the weighting calculation of the directions in the formalism is needed, which additionally requires the knowledge about the orientations of the sides of the rectangle.

      The problem can be solved by measuring Poisson’s ratio or the shear modulus only along the directions of type <100> or <111> in which these two quantities are anisotropic.

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