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P p, σ n, and τ are normalized by σ 1 − σ 3, because we determine not the magnitudes of absolute stresses but a stress ratio, (σ 1 − σ 2)/(σ 1 − σ 3) by stress inversion.
Nevertheless, the uncertainty in the estimation of the contact area between the magnetic bead and the TM does not allow measurement of absolute stresses or elastic moduli.
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S represents the ratio between differential stress and absolute stress.
Specifically, a theoretical expression is derived for absolute stress measurement.
The degree of TP also depends on the absolute stress level: for instance, the basal effective normal stress σ - p0.
In general, given the same absolute stress level, the fatigue life is much shorter for more porous structures.
The absolute stress in structural steel members is an important indicator of the performance of steel structures.
We described the derivative stress with respect to the initial stress level (assumed to be zero, i.e., τ0 = 0) rather than to the absolute stress level.
The results demonstrate that for a given absolute stress parameter c, a low dynamic frictional coefficient resulted in high stress, large slip, and high seismic moment.
This section focuses on the absolute stress level and the role of high-pressure fluids on seismogenesis in the Tohoku-oki megathrust.
The chemical reduction of NiO to Ni in the porous anode lowers the absolute stress level in the PEN structure by 20%.
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