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Both displacements are identical if we assume Delta V^{T}= frac{lambda+2mu}{lambda+frac{2}{3}mu} Delta V^{ C} (19).
Both displacements and stresses are evaluated simultaneously with the same degree of accuracy which is the main feature of the present development.
Both displacements correspond to an identical time interval, Δt.
This method employs the backward Euler formulae for evaluating both displacements and velocities of structures.
Indeed, the theory need not explicitly introduce continuity conditions for both displacements and relevant stresses.
Such improvements lead to accurate computation of both displacements and stresses in both the boundary and the domain.
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Both displacement and stress calculation reveal sensible deficiencies for both linear and non-linear applications.
This model better explains both Displacement areas B and C (Fig. 7).
In this way, both displacement and stress can be accurately obtained.
The faults can be added to a flow simulation grid as both displacement and seal.
Weak Galerkin linear finite elements are used for both displacement and pressure approximations in spatial discretizations.
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