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Showing papers on "Spherical shell published in 1980"


Journal ArticleDOI
TL;DR: In this article, explicit formulas in terms of a natural Laplace-Gegenbauer transform were obtained for the joint distribution of hitting time for a sphere or concentric spherical shell.
Abstract: Let $X_t$ be standard Brownian motion in $R^d$ starting at fixed $X_0$, and let $T$ be the hitting time for a sphere or concentric spherical shell. Explicit formulas, in terms of a natural Laplace-Gegenbauer transform, are obtained for the joint distribution of $T$ and $X_T$.

80 citations


Journal ArticleDOI
TL;DR: Coup, contrecoup and resonating cavitation were detected and found to coincide temporally with negative pressure transients in both head-neck models, lending some support to the cavitation theory as a possible mechanism for brain damage.

76 citations


Journal ArticleDOI
TL;DR: In this paper, the zero-point energy of free vector (gluon) fields confined to a spherical cavity (bag) is computed and the result is quadratically divergent but it is argued that this divergence may be absorbed by a suitable renormalization of a constant force parameter.
Abstract: The zero-point (Casimir) energy of free vector (gluon) fields confined to a spherical cavity (bag) is computed. The result is quadratically divergent, but it is argued that this divergence may be absorbed by a suitable renormalization of a constant force parameter. If so, the result for eight gluons is E=+0.51/a. This result is substantially larger than that for a spherical shell (where both interior and exterior modes are present), and so affects Johnson's model of the quantum-chromodynamic vacuum. It is also smaller than, and of opposite sign to, the value used in bag-model phenomenology, so it will have important implications there.

69 citations


Journal ArticleDOI
TL;DR: In this article, a Galerkin technique is used to calculate the steady-state axisymmetric nonlinear convective motions in an infinite-Prandtl-number Boussinesq fluid in a relatively thick spherical shell heated from below.
Abstract: A Galerkin technique is used to calculate the steady-state axisymmetric nonlinear convective motions in an infinite-Prandtl-number Boussinesq fluid in a relatively thick spherical shell heated from below. A reasonably complete study of the properties of the even and general axisymmetric steady states is carried out for a range of moderately supercritical Rayleigh numbers. In addition, stability analyses are conducted to determine which form of axisymmetric steady convection is the preferred one and whether the axisymmetric steady flows are unstable to azimuthal perturbations.

67 citations


Journal ArticleDOI
TL;DR: In this article, a Galerkin technique is used to study the finite-amplitude axisymmetric steady convective motions of an infinite Prandtl number Boussinesq fluid in a spherical shell.
Abstract: A Galerkin technique is used to study the finite-amplitude axisymmetric steady convective motions of an infinite Prandtl number Boussinesq fluid in a spherical shell. Two types of heating are considered: in one case, convection is driven both by internal heat sources in the fluid and by an externally imposed temperature drop across the shell boundaries; in the other case, only internal heat sources drive convection and the lower boundary of the shell is adiabatic. Two distinct classes of axisymmetric steady states are found to be possible: states characterized by temperature and radial velocity fields that are symmetric about an equatorial plane; and a class of solutions that does not possess any symmetry properties about the equatorial plane.

44 citations


Journal ArticleDOI
TL;DR: In this paper, a formula is presented to estimate the thickness of the critical shell and the influences of various factors such as short-range force, long- range force, activation energy and cavity-active site upon the thicknessof the critical spherical shell are discussed.

42 citations


Journal ArticleDOI
TL;DR: In this article, a hard sphere perturbation theory of liquids and dense gases is described. But the authors assume that each molecule is located at the center of a spherical shell formed by its neighbors.
Abstract: This paper is the second of three articles describing a hard sphere perturbation theory of liquids and dense gases. The general theory presented in the preceding paper is used to derive a model for calculating thermodynamic properties. Three approximations are made. First, we assume that each molecule is located at the center of a spherical shell formed by its neighbors. The radius of this shell varies throughout the fluid according to a distribution function which is known for hard spheres. Second, the coordination number varies along with the nearest neighbor distance in such a way that the volume per molecule is constant and equal to the macroscopic value. Third, the potential energy of a molecule in the field of its neighbors depends only on the nearest neighbor distance and coordination number. Using this approximation, the energy of a liquid molecule can be calculated from the zero‐temperature isotherm of the solid at the same nearest neighbor distance. There are no adjustable parameters in the theory. All that is needed to apply the model is the cold curve of the solid, which can be obtained from either theory or experiment.

35 citations


Journal ArticleDOI
TL;DR: In this article, a method for obtaining the preferred buckled states of a complete spherical shell under uniform external pressure is presented. But the method is restricted to the case of the John equations, a system of six nonlinear partial differential equations.
Abstract: A method is outlined to obtain the “preferred” buckled states of a (complete) spherical shell under uniform external pressure. The shell model investigated is that of the John equations, a system of six nonlinear partial differential equations. Methods in bifurcation theory and group representations are used to reduce the problem to a finite-dimensional problem whose solutions generate buckled states that are “preferred” in a certain least-energy sense. Asymptotic methods and Newton's method are used in some special cases to relate the “preferred” buckled states obtained by the above approach to actual buckled states observed in experimental studies.

29 citations


Patent
15 Oct 1980
TL;DR: In this paper, a shaft structure comprising a shaft and a hollow spherical shell having diametrically aligned holes which are of a diameter smaller than the outer diameter of the shaft is constructed by radially deforming the shaft.
Abstract: A shaft structure comprising a shaft and a hollow spherical shell having diametrically aligned holes which are of a diameter smaller than the outer diameter of the shaft. The shell is secured to the shaft at the aligned holes by radially deforming the shaft. The method for manufacturing the shaft structure includes steps of forming the shell from a tubular blank by swaging the blank so that the opposite ends of the blank bite into the shaft to secure it firmly to the shaft.

21 citations


01 Apr 1980
TL;DR: In this article, a numerical model has been created that produces selfconsistent optical spectra, temperatures, and ionization states for a homologously expanding spherical shell which at t = 0 is assumed to consist of pure Nickel 56, and is further assumed to have density independent of radius within the shell.
Abstract: A numerical model has been created that produces self-consistent optical spectra, temperatures, and ionization states for a homologously expanding spherical shell which at t = 0 is assumed to consist of pure Nickel 56, and is further assumed to have density independent of radius within the shell. A brief summary is given of the model, followed by some results from the calculations. (GHT)

20 citations


Journal ArticleDOI
TL;DR: In this paper, a finite element procedure for nonlinear dynamic analysis of shell structures is presented and assessed, and the effect of initial imperfections on the static and dynamic buckling behavior of a complete spherical shell is discussed.

Journal ArticleDOI
TL;DR: In this paper, a geometrically imperfect complete spherical shell subjected to a uniform external pressure is examined using Sanders' equilibrium and kinematic equations appropriately modified to include the influence of initial stress-free imperfections in the radius.

Journal ArticleDOI
TL;DR: In this paper, a simple rigid-body model for rotationally inelastic LiH-He collisions has been implemented, which assumes impulsive collisions between a point particle and a smooth spherical shell whose center is displaced from the center of mass of the LiH molecule.
Abstract: A simple rigid‐body model for rotationally inelastic LiH–He collisions has been implemented. This treatment assumes impulsive collisions between a point particle and a smooth spherical shell whose center is displaced from the center of mass of the LiH molecule. For a given collision energy the radius and displacement of the shell are adjusted for a best fit to the equipotential contour at this energy on the ab initio surface of D. M. Silver [J. Chem. Phys. 72, 6445(1980)]. Cross sections for transitions from the rotationless j=0 state to all possible final j′ states have been computed in a classical trajectory approach and have been compared to more accurate quantum coupled‐states values at Ecol=0.3 eV [E. F. Jendrek and M. H. Alexander, J. Chem. Phys. 72, 6452(1980)]. The results from this simple model differ drastically both in magnitude and their j′ dependence from those obtained in the more sophisticated treatment. While such rigid‐body models have been used in the analysis of inelastic scattering exp...

Journal ArticleDOI
TL;DR: In this article, the transient response of a spherical shell in an acoustic medium is studied, and the exact solution is obtained by expressing the classical spherical wave equation in terms of a residual potential.

Journal ArticleDOI
TL;DR: In this article, a review of the theories describing collective dynamics of atoms, and comment on the hydrodynamic approach as well as the manybody approach based on RPA is given.
Abstract: We give a brief review of the theories describing collective dynamics of atoms, and comment on the hydrodynamic approach as well as the manybody approach based on RPA In particular we put forward a unified approach, combining the hydrodynamical and single-particle aspects in a single theoretical framework Some general aspects of the theory are discussed as well as a simple application to the oscillations of a spherical shell

Journal ArticleDOI
TL;DR: In this paper, a doubly curved triangular finite element for the analysis of thin shells with nonzero Gaussian curvature is developed by numerical integration, which gives good results when applied to cylindrical and spherical shell problems.

Journal ArticleDOI
TL;DR: In this article, the electromagnetic scattering behavior of a perfectly conducting, infinitesimally thin, spherical shell with a circular aperture is studied, where a time-harmonic plane wave is symmetrically incident upon the aperture.
Abstract: The electromagnetic scattering behavior of a perfectly conducting, infinitesimally thin, spherical shell with a circular aperture is studied. A time-harmonic plane wave is symmetrically incident upon the aperture. The problem is formulated in terms of the E -field integral equation. This produces two coupled integral equations for the tangential components of the currents on the scatterer surface. The equations are cast into matrix form by application of the method of moments, and expressions for the matrix elements are derived. Calculated values of the surface currents and radar cross sections, not previously available in the open literature, are presented and discussed for several cases of interest.

Journal ArticleDOI
TL;DR: In this paper, a boundary layer analysis is carried out to determine the possible form of large axisymmetrical deflection states for thin elastic spherical shells subjected to uniform external pressure.
Abstract: A boundary layer analysis is carried out to determine the possible form of large axisymmetrical deflection states for thin elastic spherical shells subjected to uniform external pressure. For the case of complete spheres it is shown that the governing equations admit boundary layer solutions corresponding to large deflections provided the pressure is sufficiently small. However, such solutions are found to exist for nonshallow clamped spherical caps for a much wider range of pressure. Numerical results are presented for the latter case.

Journal ArticleDOI
TL;DR: In this article, the authors presented numerical results in graphical form for a steel shell submerged in water as functions of a parameter related to the shell's thickness-to-radius ratio, and found that descriptions based upon added mass and added damping perturbations of the shell in vacuo free-vibration characteristics can be misleading.
Abstract: Previous studies of the title problem have produced only partial solutions for this classical configuration. The present study shows how complete solutions are readily obtained from simple polynomial expressions. Numerical results in graphical form are presented for a steel shell submerged in water as functions of a parameter related to the shell’s thickness‐to‐radius ratio. It is found that descriptions based upon added‐mass and added‐damping perturbations of the shell’s in vacuo free‐vibration characteristics can be misleading.

Journal ArticleDOI
TL;DR: In this paper, the nonlinear stability of thin elastic circular shallow spherical shell under the action of uniform edge moment is considered by the modified iteration method to obtain second and third approximations to decide the upper and lower critical loads.
Abstract: In this paper, nonlinear stability of thin elastic circular shallow spherical shell under the action of uniform edge moment is considered by the modified iteration method to obtain second and third approximations to decide the upper and lower critical loads. Results are plotted in curves for the engineering use and are compared with results of Hu Hai-chang's. We also investigate the neighbour situation of the critical point, i.e. the double points of the upper and lower critical loads and denote the range of validity of the second approximation. In the end, we obtain the special case, the design formulas of rigidity and stress as well as the corresponding curves as ν=0.3 of large deflection of circular plate under the same load. These results are also compared with Huang Tse-yen's.

Journal ArticleDOI
TL;DR: In this article, a large displacement analysis of thin, shallow, axisymmetric shells is presented by using three different formulations for the strain-displacement relations, and the effectiveness of these formulations is investigated in numerical examples of clamped circular plate and a clamped shallow spherical shell.

Journal ArticleDOI
TL;DR: In this paper, the problem of transverse twisting of a shallow spherical shell with a small circular hole is solved, in generalization of the corresponding problem of a flat plate, with quantitative features depending on its boundary layer behavior for large values of a relevant parameter.
Abstract: : The problem of transverse twisting of a shallow spherical shell with a small circular hole is solved, in generalization of the corresponding problem of a flat plate. The solution is of interest as a closed-form solution of an unsymmetrical stress concentration problem, with quantitative features depending on its boundary layer behavior for large values of a relevant parameter. The problem is also of interest as an example of the applicability of a previously proposed asymptotic procedure where interior contributions and edge-zone contributoins are determined in sequence rather than simultaneously. (Author)

Patent
28 May 1980
TL;DR: In this article, the authors describe a pipeline penetration in the area of the spherical containment for a nuclear power plant, consisting of a sleeve nozzle (8) which is welded into the wall (7) of the containment, and a pipe nozzle (6a) welding into the sleeve nozzle, the associated piping being connected to the two ends of the pipe nozzle.
Abstract: 1. Piping penetration in the area of the spherical containment for a nuclear power plant, consisting of a sleeve nozzle (8) which is welded into the wall (7) of the containment, and a pipe nozzle (6a) welded into the sleeve nozzle, the associated piping (14) being connected to the two ends of the pipe nozzle (6a), characterized in that the sleeve nozzle is designed as part of a spherical shell (8) welded around its periphery to the wall (7) of the containment (1), and that the pipe nozzle (6a) is welded into the shell part (8) in such a way that its axis (12) passes through the center point (13) of this shell.

Journal ArticleDOI
TL;DR: In this paper, the dynamic deformations of a very thin spherical shell under local transient loadings are investigated for a nuclear boiling water reactor with a radius of 13·5 m and a wall thickness of 0·02 m.

Journal ArticleDOI
TL;DR: In this paper, the probability density function and the cumulative distribution function of the values of the distances from the probe's center where the radiation was absorbed are given, compared with the results obtained by the Monte-Carlo simulation technique.


Journal ArticleDOI
TL;DR: In this article, the linear propagation properties of wave motions in a rapidly rotating stratified Boussinesq spherical shell, of outer radius 1 and inner radius η, are studied in the small Prandtl number limit.
Abstract: The linear propagation properties of wave motions in a rapidly rotating stratified Boussinesq spherical shell, of outer radius 1 and inner radius η, are studied in the small Prandtl number limit. When η = 0, the various possible motions can be accommodated in two classes: F and D. The class F is closely related to the class of free oscillations of the inviscid unstratified fluid shell while D corresponds to diffusive inertial-gravity waves. Both F and D are subdivided into two infinite sets of modes one of which (E) is symmetric and the other (O) is anti-symmetric about the equatorial plane. The sets E and 0 for class F are further subdivided into two infinite subsets one of which propagates (in phase) eastward and the other westward. Waves of class D propagate eastward. The two classes F and D are decoupled except for one mode which belongs to D on and in the immediate neighbourhood of the axis of rotation and transforms into F away from the axis. This mode provided the already known mode of con...

Journal ArticleDOI
TL;DR: In this paper, the deformation stability of structural elements made of composite materials has been studied within the framework of refined (Timoshenko type) engineering theories as well as by three-dimensional analysis.
Abstract: Problems of stability of structural elements made of composite materials have been studied within the framework of refined (Timoshenko type) engineering theories as well as by three-dimensional analysis. Earlier studies ([1-4] and several others) have dealt with some general problems on the basis of the three-dimensional linearized theory, considering also the deformation stability of reinforced materials and structural elements (beams, plates, and cylindrical shells) made of such materials. Successive application of three-dimensional equations makes it possible to rationally construct a theory and to devise methods of calculation for the deformation stability of structural elements made of composite materials. Furthermore, solutions to problems based on three-dimensional equations provide a yardstick for engineering methods of calculation and a gauge for estimating their accuracy and also a reference for defining the ranges of applicability of classical and refined engineering theories of stability. With this approach it is possible to analyze, in the exact formulation of the problem, the dependence of the magnitude of critical loads on the properties of the material and to formulate recommendations for engineering design methods. Thus, the obtained specific results can then be useful for structural optimization of three-dimensionally reinforced composites in problems of stability involving elements of structures [5].

Patent
18 Mar 1980
TL;DR: In this paper, the authors proposed to prevent oxidation due to intrusion of external air when lowering the temperature, by discharging the combustion gas in the tank by substituting with inert gas before and after stopping of annealing and heating to lower the temperature of and shrink the tank.
Abstract: PURPOSE:To prevent oxidation due to intrusion of external air when lowering the temperature, by discharging the combustion gas in the tank by substituting with inert gas before and after stopping of annealing and heating to lower the temperature of and shrink the tank CONSTITUTION:The gas supplied from a gas pipe 6 is burned together with the external air intruded from a manhole duct 7 by a burner 5 provided in the lower part of a spherical shell 2 The combustion gas circulates almost completely in the spherical shell 2 as indicated by arrow A, heating and annealing the spherical shell 2 to the specified temperature, eg about 600 degC, and the gas is exhausted to the atmosphere from an upper manhole 8 sequentially by the quantity corresponding to the supplied gas capacity At the end of specified annealing, simultaneously with extinction of the burner 5, a valve 11 of the duct 7 is closed, and a valve 10 of N2 gas supply pipe 9 is opened The internal combustion residual gas P1 is exhausted properly outside of the system from the manhole 8, and the inside of the spherical shell 2 is gradually substituted with N2 gas P2, so that oxidation of the spherical shell 2 due to high temperature never occurs When the spherical shell 2 is cooled to ordinary temperature, the filling N2 gas is naturally substituted with external air, and the interior surface of the spherical shell 2 is painted

Journal ArticleDOI
TL;DR: A modularized NaI detector with close to 4π geometry can provide unique information on the decay γ-radiation from highly excited nuclei as discussed by the authors, which has the shape of a spherical shell with a free inner radius of 25 cm and a thickness of 20 cm.
Abstract: A modularized NaI detector with close to 4π geometry can provide unique information on the decay γ-radiation from highly excited nuclei. GSI Darmstadt, the Max-Planck-Institute (MPI) for Nuclear Physics and the University of Heidelberg have joined in a collaboration to realize such a detector. The detector has the shape of a spherical shell with a free inner radius of 25 cm and a thickness of 20 cm and comprises 162 individual modules of equal solid angle. This contribution explains our special choice of configuration and gives an outline of the present status of the mechanical and electronic assembly.