Buckling of segments of toroidal shells.
Equilibrium nonlinear differential and buckling equations for segments of toroidal shallow shells near equator and crown
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Equilibrium nonlinear differential and buckling equations for segments of toroidal shallow shells near equator and crown
Equilibrium nonlinear differential and buckling equations for segments of toroidal shallow shells near equator and crown
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In earlier work, we extended the methodology of multiplicity counting in nuclear safeguards, by elaborating the one-speed stochastic transport theory of the calculation of the so-called multiplicity moments, i.e. the factorial moments of the number of neutrons emitted from a fissile item, following a source event from an internal neutron source (spontaneous fission and (α, n) reactions). Calculations were made for spheres and cylinders of various shapes. In all our work so far, the material of the items was homogeneous, and the distribution of the internal source was assumed to be uniformly distributed within the item, with the neutron emission assumed to be isotropic. In the present work the calculations are extended to the case of a point source inside either a solid sphere or in a spherical shell. This necessitates the extension of the theory to non-homogeneous items and non-uniform and non-isotropic sources. This work describes the extension of the theory and provides some quantitative results. (authors)
The nucleon-pair shell model (NPSM) within the framework of a broken symmetry basis is studied. The results demonstrate the validity of such a scheme, which in turn leads to a significant reduction in the dimensionality of the multi-pair configuration space. Specifically, in the case of an axially-deformed basis, the results yield a satisfactory description of the low-lying spectrum, even without the need for applying the projection procedure. In the case of a triaxially-deformed basis, the result of variation after angular momentum projection suggest a potential for using the NPSM to find exact solutions in a semi-magic system.
Elastic instability of pressurized cylindrical shells under compression or bending
Bending vibrations of a circular cylindrical shell containing an internal liquid with a free surface
Cylindrical shells with large radius to thickness ratios
Lower bounds of buckling pressure of spherical shells
A thin-spherical shell loaded as a cantilever beam-stresses, deflections, and influence coefficients