Finally, QN3D is applied to the rigid rotor problem.
In [2, 16], the authors have introduced a convergent numerical method based on finite elements with a fixed mesh for a two-dimensional fluid-rigid body problem, where the densities of the fluid and the solid are equal.
As previously described, the non-rigid registration problem can be then solved by performing first the intensity-based methods ('Registration 1' and 'Registration 2') and then the point-based method ('Registration P'Registration
In [17, 18], we have introduced crucial modifications on the characteristic function, and we have proposed a convergent numerical scheme for a two dimensional fluid-rigid body problem where the densities of the fluid and the solid are different.
However, our fear is that by compartmentalising areas of discrimination, such group-specific labels may draw attention away from the real problem – rigid systems and persistent biases that are ultimately rooted in a static dominant culture.
Snow, married to a novelist and with friends working across all disciplines, was critical of the limits of rigid specialisation – a problem Hustvedt recognises from her own life: "In the last decade or so, I have repeatedly found myself at the bottom of Snow's gulf, shouting up to the persons gathered on either side of it".
In a reactive muffler design problem, rigid partitions should be located optimally inside the muffler to improve its acoustical attenuation performance in the target frequency range.
Though capacity is no longer a problem, rigid labor contracts and bloated payrolls make the power companies inefficient, with the result that residential electricity costs are nearly twice as high on average as in the U.S.
The 2D passive earth pressures acting on rigid retaining walls problem has been widely treated in the literature using different approaches (limit equilibrium, limit analysis, slip line and numerical computation), however, the 3D passive earth pressures problem has received less attention.
In this paper the axially rigid sliding beam problem undergoing small deformations is examined first, its governing equation and boundary conditions transformed to the fixed domain and the well known Galerkin's approach used to study the transient response of this problem.
