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In contrast, the locking effect causes strong compression.
The locking effect on land is constant in time at −10 mm/year (subsidence).
In such a case, a severe locking effect is experienced and documented.
In contrast, the late-interseismic stage is dominated by the locking effect with the steady slip below the rupture area.
Moreover, a clinical repeated locking effect was not considered in previous studies that evaluated torsional resistance of NiTi instruments.
The shear locking effect is resolved by the descrete shear gap (DSG) approach combined with the cell smoothing technique.
Similar(41)
This is explained as due to the locking effects of clay layers on the phase development.
Hybrid and mixed finite element formulations have been viewed as competitive alternatives, since they naturally avoid locking effects.
Numerical results show the shear locking effects caused by the spurious terms on displacement and transverse stress solutions.
The initial attention is on the choice of shape functions that do not admit shear locking effects in slender beams.
The attention is mainly on the choice of shape functions that allow for free shear locking effects in slender beams.
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