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The program therefore involves inelastic strain fields in the layers and fields of displacement discontinuities at the interfaces.
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A general model of dynamic bending of isotropic micropolar elastic thin plates with independent fields of displacements and rotations is presented.
The analysis of Young's fringes obtained with this technique at certain points on each shearwall provides the whole field of displacement measurements.
The geometry of the shell is described as well as the field of displacement for which Kirchhoff Love hypothesis is applied.
Displacement fields of various displacement based shear deformation theories have been presented and compared.
The solving of problem (8) gives us the field of displacements in junction area U C as well as contact forces obtained as Lagrange multipliers.
If we are interested in complete field of displacements U, we can add the relations U j = U C j, x j ∈ Γ C h, (10).
Or alternatively we add contact forces to the vector of loads F and also solve the system (1), (2) to obtain U. Knowing field of displacements, it is easy to obtain all information about deformed-stress state of our system (including strains and stresses).
Elastic effects are expressed in difference of surface displacement fields and comparison of displacement fields on a cross section with depth.
Strain and stress conditions can be calculated from full-field measurements of displacement as shown by Marth et al. (2016).
In laboratory mechanical testing, localised deformation can be investigated efficiently through full-field measurements of displacement and strain in soil specimens.
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