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Their frequency positions are discussed in terms of phonon confinement, elastic stress, and atomic intermixing.
As a result, the elastic stress component grows along time, whereas the viscous stress part decreases.
Their quasi-static model includes sliders connected by springs that incorporate elastic stress redistribution.
This also results an elastic stress field, where the strain energy increases.
The elastic stress distribution inside the cement sheath is given in Fig. 11.
The third is a one-dimensional elastic stress wave model.
SThereforeensithefactors are also derived and investigated for the crack length and the electric current direction.
In region 1 there is no elastic stress enhancement.
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The analysis is restricted to linear elastic stress-strain behavior and constant orthotropic lamina material properties at a specific temperature.
Discrete stress relaxation (DSR) events are found already within the overall linear elastic stress-strain regime.
Numerical examples illustrating the optimization methodology in the case of thermo-elastic stress loads are presented.
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