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The stiffness matrix for transverse isotropic materials, found from the inverse of the compliance matrix, is given by,
where,
The fact that the stiffness matrix is symmetric requires that the following statements hold,
These three equations are the counterparts of in the compliance matrix.
The factor of 2 multiplying the shear modulii in the stiffness matrix results from the difference between shear strain and engineering shear strain, where , etc.
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