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An adaptive p-refinement procedure for the implementation of the displacement model of the hybrid-Trefftz finite element formulation is presented.
The displacement model involves a nonlinear distribution of in-plane displacements through the plate thickness; the theory does not require shear correction coefficients.
The traditional series equivalent circuit of the coil in the actuator was modified, and then the displacement model of the actuator was established and solved by a numerical method.
The displacement model is derived from the direct approximation of the displacement and fluid seepage fields in the domain of the element and of the tractions and pore pressures in the solid and fluid phases, respectively, on the Dirichlet boundary of the element.
The direct activation model has initially been established with Bax and the displacement model with Bak.
According to the displacement model (see previous section), increased density of the apical region would raise the pressure to translocate nuclei in G1 phase from apical to basal.
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Results of all the displacement models have been compared with those obtained by displacement model using quartic variation of in-plane and transverse displacements for vibration problem.
The displacements modelled by the Mogi point source model can be compared to a displacement induced by the volume variation in a buried spherical cavity with a uniform internal pressure in an elastic half space (McTigue 1987).
Nevertheless, the kinetic pathway of the obligatory displacement model fits the experimental data well, indicating that this model can explain synergy.
In each instance, cortactin remained bound to the branch junction after nucleation, consistent with the predictions of the obligatory displacement model.
The reaction displacement model of the tensionless foundation at base level is considered.
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Justyna Jupowicz-Kozak
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