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Figure 3 The relation between critical stresses and void size.
Critical stresses occur in the connector area between abutment and pontic of bridges without bar reinforcement.
The critical stresses for different Ex/Ey values are calculated using the design curves.
These critical stresses determine the local ultimate resistance of the plate.
For the sake of clarity, we compare the critical stresses of the five simulated samples in Figure 7.
In doing so, local critical stresses inside the oocytes have been determined, allowing conclusions on the micro-gripper design.
A suitably shaped ceramic bar incorporated into the polymer-based bridge can significantly reduce these critical stresses.
Using the elastic buckling theory of plates, the analytical formulas for critical stresses of the through-plate are obtained.
Fc is the critical stresses for instability of the chains; k Y is the coefficient of elasticity of the chain; N is the number of atoms in carbyne.
For this case, a morphology-based classification of the critical stresses of the γ-TiAl deformation systems is also presented.
Finally, parametric studies are conducted to investigate the variation of critical stresses and displacements with the gradation parameters.
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