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Deformation in the context of energy geostructures  141























                   Figure 4.2 Typical variations of configurations.

                   phenomena describe deformations and involve a relative variation in the position of
                   the material points. The latter phenomenon describes a rigid-body motion because
                   there is no variation in the relative position of the material points. Deformations of
                   materials are called strains when they are interpreted on a unit basis.
                      Strains can be analysed in terms of geometrical configuration as well as in analytical
                   terms independently from the causes that produce them [for the full development,
                   see, e.g. Timoshenko and Goodier (1970)]. In general, they are related to the spatial
                   derivative of the displacement. Displacements are the fundamental kinematic variable
                   of most problems involved in mechanics (Carpinteri, 1995). In continuum mechanics,
                   this function is often considered with reference to the initial coordinates and time
                   through a so-called Lagrangian description. The same approach is considered here.

                   4.3.2 Strain displacement relations

                   Strains can be described through a finite or infinitesimal approach through the
                   strain displacement relations. Strains are defined infinitesimal if the components of
                   displacement and the gradient of displacement are quantities of the first order. The
                   above assumption involves considering displacements that do not to vary too abruptly
                   from point to point, so that considering only first-order quantitates is appropriate.
                   While simplifying the mathematical description of the problem, this assumption can
                   be widely accepted for problems involving energy geostructures. Strain displacement
                   relations ensure geometrical consistency for the material.
                      The strain of an infinitesimal material element can be expressed through the strain
                   tensor, ε ij , which is a symmetric second-order tensor (i and j take integral values 1, 2
                   and 3). The infinitesimal strain tensor is characterised by nine components that in rect-
                   angular Cartesian coordinates read
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