# Anisotropic (Transversely) Elastic Model

The transversely isotropic model takes a plane of isotropy into consideration. Let the axis of rotational symmetry, normal to the plane of isotropy, correspond to the local \(3'\) axis. This axis is a principal direction of elasticity. Also, any two perpendicular directions \(1',2'\), which are principal directions of elasticity, can be selected in the isotropic plane. With this convention, the transversely isotropic model may be considered as a particular case of the orthotropic model for which

If, for clarity, we write

\(E = E_1= E_2\) | Young’s moduli in the plane of isotropy |

\(E'= E_3\) | Young’s moduli in the direction normal to the plane of isotropy |

\(\nu = \nu_{12}\) | Poisson’s ratio characterizing lateral contraction in the plane of isotropy when tension is applied in this plane |

\(\nu' = \nu_{13} = \nu_{23}\) | Poisson’s ratio characterizing lateral contraction in the plane of isotropy when tension is applied in the direction normal to it |

\(G = G_{12}\) | shear modulus for the plane of isotropy |

\(G' = G_{13} = G_{23}\) | shear modulus for any plane normal to the plane of isotropy |

The strain-stress relations in the local axes take the form

The model involves the *five* independent elastic constants \(E, E', \nu, \nu'\), and
\(G'\). The shear modulus, \(G\), is calculated by the code from the relation
\(G = E/2 (1 + \nu)\) (See Equation (4)). In addition to those five
properties, the user prescribes the orientation of the isotropic plane by giving its dip
and dip direction. Default values for all properties are zero.

The cross shear modulus, \(G_{13}\), for anisotropic elasticity must be determined. Lekhnitskii (1981) suggests the following equation, based on laboratory testing of rock:

assuming the \(xz\)-plane is the plane of isotropy.

The FLAC3D implementation proceeds as described in the context of the orthotropic model.

anisotropic Model Properties

Use the following keywords with the `zone property`

(FLAC3D) or `block zone property`

(3DEC) command to set these properties of the anisotropic (transversely-elastic) model.

- anisotropic
- dip f
dip angle [degrees] of the plane of isotropy

- dip-direction f
dip direction [degrees] of the plane of isotropy

- normal v
normal direction of the plane of isotropy, (\(n_x,n_y,n_z\))

- normal-x f
\(x\)-component of unit normal to the plane of isotropy, \(n_x\)

- normal-y f
\(y\)-component of unit normal to the plane of isotropy, \(n_y\)

- normal-z f
\(z\)-component of unit normal to the plane of isotropy, \(n_z\)

- poisson-normal f
Poisson’s ratio characterizing lateral contraction in the plane of isotropy when tension is applied normal to the plane, \({\nu}'\) = \({\nu}'_{13}\) = \({\nu}'_{23}\)

- poisson-plane f
Poisson’s ratio characterizing lateral contraction in the plane of isotropy when tension is applied in the plane, \(\nu\) = \({\nu}_{12}\)

- shear-normal f
shear modulus for any plane normal to the plane of isotropy, \(G'\) = \(G'_{13}\) = \(G'_{23}\)

- young-plane f
Young’s modulus in the plane of isotropy, \(E\) = \(E_1\) = \(E_2\)

- young-normal f
Young’s modulus normal to the plane of isotropy, \(E'\) = \(E_3\)

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