Juncture stress fields in multicellular shell structures. Vol. IX - Summary of results and recommendations Final report
Juncture stress fields in multicellular shell structures - bending and bucking analyses
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Juncture stress fields in multicellular shell structures - bending and bucking analyses
Differential equations formulated for stress functions, and thin elastic shells
Nonaxisymmetric deflections measured on clamped shallow spherical shells loaded over small circular area concentric with apex
Deflections and stability of reinforced concrete shallow flexible shells allowing for creep of concrete
Stress concentration about nonreinforced circular hole in thin elastic domelike spherical shell
Load carrying capacity of smooth circular cylindrical shells under compression
Equations of motion for flutter and stability of coaxial elastic circular cylindrical shells between which flows compressible fluid
Vibrational frequencies and critical frequencies of exciting loads of elastic and viscoelastic cylindrical shells partially filled with ideal liquids
Stress and stability of thin-walled conical shells for axisymmetric loads
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
Statistical method in the nonlinear theory of elastic shell
The effects of definite and "indefinite" initial imperfections on the buckling and post buckling behavior of an axially compressed cylindrical shell are analyzed by a nonlinear theory. The definite initial imperfections considered do not contribute to the reduction of the peak buckling load; while the "indefinite" imperfections, expressed in terms of a single factor introduced by Donnell 1 , cause a reduction in the buckling strength. The physical meaning of the imperfection factor, however, needs further clarification. Two theoretical buckling processes are found to be possible. In the early stage of buckling, the cylinder may deform with a comparatively large number of waves of small amplitudes or the cylinder may deform with a comparatively small number of waves of large amplitudes. Further theoretical and experimental studies of the effects of initial imperfections and the process of buckling are suggested.