On a singular integral equation in the theory of radiative transfer

Summary A singular integral equation arising in the theory of radiative transfer with polynomial scattering indicatrices is studied in this paper. In the case of a semi-infinite atmosphere, brightness coefficients and auxiliary functions satisfy this equation when the free term is suitably specified. The general solution of the singular equation is given a closed form in terms of its moments _n and of the fundamental solution of a homogeneous Hilbert problem. The _n's (n 1) are seen to satisfy a set of linear equations, and ₀ turns out to be simply related to the subsequent _n's.

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Sommario In questo articolo viene studiata un'equazione integrale singolare che si presenta nella teoria del trasporto radiativo con indicatrici di scattering polinomiali. I coefficienti di riflessione e trasmissione e le funzioni ausiliarie di un'atmosfera semiinfinita soddisfano questa equazione, con opportune determinazioni del termine noto. La soluzione generale dell'equazione viene espressa in forma chiusa mediante i suoi momenti _n e mediante la soluzione fondamentale di un problema omogeneo di Hilbert. Le _n (n 1) soddisfano a loro volta un sistema di equazioni lineari, e ₀ risulta legato alle successive _n da una semplice relazione.

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This work was done under the auspices of the CNR Research Groups.     

Hyperbolic phenomena in a strongly degenerate parabolic equation

We consider the equation u _t =((u) (u _x )) _x , where >0 and where is a strictly increasing function with lim _s = <. We solve the associated Cauchy problem for an increasing initial function, and discuss to what extent the solution behaves qualitatively like solutions of the first-order conservation law u _t = ((u)) _x . Equations of this type arise, for example, in the theory of phase transitions where the corresponding free-energy functional has a linear growth rate with respect to the gradient.     

Method of mass-average quantities for the boundary layer in an outer flow with transverse nonuniformity

An engineering method is proposed for calculating the friction and heat transfer through a boundary layer in which a nonuniform distribution of the velocity, total enthalpy, and static enthalpy is specified across the streamlines at the initial section x₀. Such problems arise in the vortical interaction of the boundary layer with the high-entropy layer on slender blunt bodies, with sudden change of the boundary conditions for an already developed boundary layer (temperature jump, surface discontinuity), and in wake flow past a body, etc.Notation x, y longitudinal and transverse coordinates - u,, H, h gas velocity, stream function, total and static enthalpy - p,,, pressure, density, viscosity, Prandtl number - , q friction and thermal flux at the body surface - r(x), (x) body surface shape and boundary layer thickness - V, M freestream velocity and Mach number - u⁽⁰⁾(x₀,), H⁽⁰⁾(x₀,), h⁽⁰⁾(x₀,) parameter distributions at initial section - u⁽⁰⁾(x,), h⁽⁰⁾(x,), h⁽⁰⁾(x,) profiles of quantities in outer flow in absence of friction and heat transfer at the surface of the body The indices v=0, 1 relate to plane and axisymmetric flows - , w, b, relate to quantities at the outer edge of the inner boundary layer, at the body surface in viscid and nonviscous flows, and in the freestream, respectively. The author wishes to thank O. I. Gubanov, V. A. Kaprov, I. N. Murzinov, and A. N, Rumynskii for discussions and assistance in this study.     

Gaussian Closure of One-Dimensional Unsaturated Flow in Randomly Heterogeneous Soils

We propose a new method for the solution of stochastic unsaturated flow problems in randomly heterogeneous soils which avoids linearizing the governing flow equations or the soil constitutive relations, and places no theoretical limit on the variance of constitutive parameters. The proposed method applies to a broad class of soils with flow properties that scale according to a linearly separable model provided the dimensionless pressure head has a near-Gaussian distribution. Upon treating as a multivariate Gaussian function, we obtain a closed system of coupled nonlinear differential equations for the first and second moments of pressure head. We apply this Gaussian closure to steady-state unsaturated flow through a randomly stratified soil with hydraulic conductivity that varies exponentially with where =(1/) is dimensional pressure head and is a random field with given statistical properties. In one-dimensional media, we obtain good agreement between Gaussian closure and Monte Carlo results for the mean and variance of over a wide range of parameters provided that the spatial variability of is small. We then provide an outline of how the technique can be extended to two- and three-dimensional flow domains. Our solution provides considerable insight into the analytical behavior of the stochastic flow problem.     

Dynamic-mechanical properties of a bitumen-silica composite

Summary Dynamic-mechanical properties of bitumen-silica composite materials, measured at room temperature, do not vary with the volume ratio () in a simple manner as do usual bituminous concretes. However,E is a linear function of the interfacial area () between the filler and the binder per unit volume. ThusE = E ₀ +a(), wherea is a constant related to the storage modulus, in the absence of voids and with a void ratio factor. The loss moduli, plotted against () go through a maximum in a similar way as when plotted versus decreasing temperatures.

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Zusammenfassung Die bei Zimmertemperatur gemessenen dynamischmechanischen Eigenschaften von Bitumen, welches mit Siliziumdioxid gefüllt worden ist, ändern sich nicht in einer so einfachen Weise mit dem Volumenanteil des Füllstoffs, wie es bei gewöhnlichen Asphaltbetonen der Fall ist. Dagegen ergibt sich der SpeichermodulE als eine lineare Funktion der Grenzfläche zwischen Bindemittel und Füllstoff pro Volumeneinheit:E = E ₀ +a(), wobeia eine Konstante bedeutet, die zum einen von dem Speichermodul bei Abwesenheit von Hohlräumen und zum andern von einem durch solche Hohlräume bedingten Faktor abhängt. Der Verlustmodul als Funktion von zeigt ein Maximum ähnlich wie bei der Auftragung gegen die Temperatur.

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Résumé Les propriétés mécaniques dynamiques, mesurées à la température ambiante, d'un système composite bitume-silice, n'évoluent pas simplement avec la fraction volumique de charges comme dans le cas des enrobés usuels. En effet, le module de conservationE varie linéairement avec l'aire de l'interface liant-charge par unité de volume (). Ainsi la relation suivante a pu être mise en évidence:E = E ₀ +a(), la constantea étant fonction d'un module indépendant du taux de vide et d'un terme relié à ce dernier. Si augmente, les modules de perte passent par une valeur maximale. Ces variations sont semblables à celles que l'on aurait si l'on portait ces modules en fonction de la température.

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With 9 figures and 2 tables     

The third-normal stress difference in entangled melts: Quantitative stress-optical measurements in oscillatory shear

Stress-optical measurements are used to quantitatively determine the third-normal stress difference (N ₃ = N ₁ + N ₂) in three entangled polymer melts during small amplitude (<15%) oscillatory shear over a wide dynamic range. The results are presented in terms of the three material functions that describe N ₃ in oscillatory shear: the real and imaginary parts of its complex amplitude ₃ ^* = ₃ - i ₃ , and its displacement ₃ ^d . The results confirm that these functions are related to the dynamic modulus by ² ₃ ^* ()=(1-)[G ^*())– G ^*(2)] and ² ₃ ^d ()=(1- )G() as predicted by many constitutive equations, where = –N ₂/N ₁. The value of (1-) is found to be 0.69±0.07 for poly(ethylene-propylene) and 0.76±0.07 for polyisoprene. This corresponds to –N ₂/N ₁ = 0.31 and 0.24±0.07, close to the prediction of the reptation model when the independent alignment approximation is used, i.e., –N ₂/N ₁ = 2/7 – 0.28.     

Lp-estimates for the nonlinear spatially homogeneous Boltzmann equation

This paper studies L^p-estimates for solutions of the nonlinear, spatially homogeneous Boltzmann equation. The molecular forces considered include inverse k^th-power forces with k > 5 and angular cut-off.The main conclusions are the following. Let f be the unique solution of the Boltzmann equation with f(v,t)(1 + ¦v²¦)^(s ₁ ^{+ /p)/2} L¹, when the initial value f ₀ satisfies f ₀(v) 0, f ₀(v) (1 + ¦v¦²)^(s ₁ ^{+ /p)/2} L¹, for some s₁ 2 + /p, and f ₀(v) (1 + ¦v¦²)^s/2 L^p. If s 2/p and 1 < p < , then f(v, t)(1 + ¦v¦²)^{(s s} ₁)^/2 L^p, t > 0. If s >2 and 3/(1+ ) < p < , thenf(v,t) (1 + ¦v¦²)^(s(s ₁ ^{+ 3/p))/2} L^p, t > 0. If s >2 + 2C₀/C₁ and 3/(l + ) < p < , then f(v,t)(1 + ¦v¦²)^s/2 L^p, t > 0. Here 1/p + 1/p = 1, x y = min (x, y), and C₀, C₁, 0 < 1, are positive constants related to the molecular forces under consideration; = (k – 5)/ (k – 1) for k^th-power forces.Some weaker conclusions follow when 1 < p 3/ (1 + ).In the proofs some previously known L-estimates are extended. The results for L^p, 1 < p < , are based on these L-estimates coupled with nonlinear interpolation.     

Determination of water retention in stratified porous materials

Predicted and measured water-retention values,(), were compared for repacked, stratified core samples consisting of either a sand with a stone-bearing layer or a sand with a clay loam layer in various spatial orientations. Stratified core samples were packed in submersible pressure outflow cells, then water-retention measurements were performed between matric potentials,, of 0 to -100 kPa. Predictions of() were based on a simple volume-averaging model using estimates of the relative fraction and() values of each textural component within a stratified sample. In general, predicted() curves resembled measured curves well, except at higher saturations in a sample consisting of a clay loam layer over a sand layer. In this case, the model averaged the air-entry of both materials, while the air-entry of the sample was controlled by the clay loam in contact with the cell's air-pressure inlet. In situ, avenues for air-entry generally exist around clay layers, so that the model should adequately predict air-entry for stratified formations regardless of spatial orientation of fine versus coarse layers. Agreement between measured and predicted volumetric water contents,, was variable though encouraging, with mean differences between measured and predicted values in the range of 10%. Differences in of this magnitude are expected due to variability in pore structure between samples, and do not indicate inherent problems with the volume averaging model. This suggets that explicit modeling of stratified formations through detailed characterization of the stratigraphy has the potential of yielding accurate() values. However, hydraulic-equilibration times were distinctly different for each variation in spatial orientation of textural layering, indicating that transient behavior during drainage in stratified formations is highly sensitive to the stratigraphic sequence of textural components, as well as the volume fraction of each textural component in a formation. This indicates that prolonged residence times of water, nutrients, and pollutants are likely within finer-textured layers, when conditions have resulted in drainage of underlying coarser-textured strata.     

A turbulent immersed air wall jet on a burning graphite surface

The turbulent boundary layer in an immersed air jet traveling along a burning graphite wall is analyzed. In order to study the heat and mass transfer and the friction in the boundary layer, a method of calculation based on the solution of the integrated energy and momentum relations is employed, allowing for the conservative properties of the turbulent boundary layer at the wall [1].Notation x longitudinal coordinate - y transverse coordinate - s height of slot - thickness of boundary layer - * displacement thickness - ** momentum-loss thickness - velocity - j transverse mass flow (flux) - density - T temperature - i total enthalpy - temperature factor - ₁ enthalpy factor - k reduced concentration of the i-th component - tangential stress - b permeability parameter - C₁ form (shape) parameter - dynamic viscosity coefficient - c _f friction coefficient - relative friction coefficient Translated from Zhurnal Prikladnoi Mekhaniki i Tekhnicheskoi Fiziki, No. 1, pp. 60–67, January–February, 1971.     

Two-dimensional transonic vortex flows of an ideal gas

Equations are obtained for two-dimensional transonic adiabatic (nonisoenergetic and nonisoentropic) vortex flows of an ideal gas, using the natural coordinates (=const is the family of streamlines, and =const is the family of lines orthogonal to them). It is not required that the transonic gas flow be close to a uniform sonic flow (the derivation is given without estimates). Solutions are found for equations describing vortex flows inside a Laval nozzle and near the sonic boundary of a free stream.Translated from Izvestiya Akademii Nauk SSSR, Mekhanika Zhidkosti i Gaza, No. 5, pp. 105–109, September–October, 1973.     

Dynamic-mechanical properties of a bitumen-silica composite

Summary The dynamic-mechanical behaviour of bitumensilica composites is described by a linear biparabolic model. Its mathematical expression allows the calculation of the mean relaxation times () either at different temperatures and given filler contents or for diverse filler contents () at imposed temperatures. At fixed filler concentration and within restricted temperature domains, obeys Arrhenius' law. The activation energies are respectively close to 10 kcal/mole (creep) and 30 kcal/mole (glass-transition). varies exponentially with. The mathematical treatment of the expressions ofE , as a function of temperature and of, leads to a general equation relating the complex modulus to temperature, frequency and filler content. A unique master curve, accounting for the viscoelastic behaviour of the composites, in limited ranges, can thus be constructed.

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Zusammenfassung Das dynamisch-mechanische Verhalten von Bitumen-Siliziumdioxyd-Zusammensetzungen kann durch ein lineares biparabolisches Modell beschrieben werden. Sein mathematischer Ausdruck erlaubt die Ausrechnung der mittleren Relaxationszeiten () entweder für verschiedene Temperaturen bei gegebenem Füllstoffgehalt oder für unterschiedliche Siliziumdioxydmengen () bei bekannter Temperatur. Für einen bestimmten Füllstoffgehalt folgt in einem beschränkten Temperaturbereich dem Arrheniusschen Gesetz. Die Aktivierungsenergien betragen näherungsweise 10 kcal/Mol (Fließprozeß) bzw. 30 kcal/Mol (Glasübergang). ändert sich exponentiell mit. Die mathematische Umformung der Ausdrücke fürE und als Funktion der Temperatur und des Parameters ergibt eine allgemeine Gleichung, die den komplexen Modul mit der Temperatur, der Frequenz und dem Füllstoffgehalt verknüpft. Man kann eine einzige Masterkurve bilden, die das viskoelastische Verhalten der Zusammensetzungen zumindest in begrenzten Bereichen beschreibt.

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Résumé Le comportement mécanique dynamique des composites à base de bitume et de silice peut être décrit par un modèle biparabolique linéaire. L'expression mathématique permet le calcul des temps moyens () de relaxation d'une part aux différentes températures, à taux de charge donné, et d'autre part pour diverses valeurs des taux de charge (paramètre) à température imposée. A taux de charge donné, et pour des domaines de température restreints, suit la loi d'Arrhénius. Les énergies apparentes d'activation sont respectivement voisines de 10 kcal/mole (processus de fluage) et de 30 kcal/mole (passage à l'état vitreux). Avec, varie exponentiellement. L'évaluation mathématique deE , de en fonction deT et de conduit à une expression générale du module complexe en fonction de la température, de la fréquence et du taux de charge. On peut donc construire une courbe maitresse unique qui décrit entièrement, mais dans des domaines restreints, le comportement viscoélastique des composites.

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With 6 figures     

Some problems concerning nonstationary currents in dense plasma systems confined by walls

Nonstationary currents are examined in a dense magnetized plasma with 1, in which energy release and heat loss by thermal conduction and radiation are possible. Solutions are found in two limiting cases: ¦f¦ ¦ div (T)¦ and ¦f¦ ¦ div(T)¦ (f is the radiation intensity, is the coefficient of heat conduction, and T is the temperature). In the first case a solution was obtained of some problems of the cooling and heating of a plasma illustrated in part by the evolution in time of the temperature profile in the boundary layer. In the second case an isomorphic solution was found for an arbitrary dependence of the coefficient of heat conduction on the temperature, pressure, and magnetic field.Translated from Zhurnal Prikladnoi Mekhaniki i Tekhnicheskoi Fiziki, No. 1, pp. 3–8, January–February, 1972.The author is grateful to G. I. Budker for formulating the problem.     

A Strongly Degenerate Quasilinear Equation: the Parabolic Case

We prove the existence and uniqueness of entropy solutions of the Neumann problem for the quasilinear parabolic equation u_t=÷ a(u, Du), where a(z,)=f(z,), and f is a convex function of with linear growth as ||||, satisfying other additional assumptions. In particular, this class includes the case where f(z,)=(z)(), >0, and is a convex function with linear growth as ||||.     

Injectivity and self-contact in nonlinear elasticity

Let be a bounded open connected subset of ³ with a sufficiently smooth boundary. The additional condition det dx vol () is imposed on the admissible deformations : ¯ of a hyperelastic body whose reference configuration is ¯. We show that the associated minimization problem provides a mathematical model for matter to come into frictionless contact with itself but not interpenetrate. We also extend J. Ball's theorems on existence to this case by establishing the existence of a minimizer of the energy in the space W ^1,p (;³), p > 3, that is injective almost everywhere.     

Rotating bunsen flames as solutions of the Kuramoto-Sivashinsky equation

Steadily rotating solutions of the Kuramoto-Sivashinsky equationu _t + ² u++¦u¦ ² =c ² are studied. These solutions bifurcate from the steady radial solution of the above equation. For large values ofc and angular velocities such thatN¦¦<2c<(N+1)¦¦, we show that there exists a 2N-1 family of bifurcating solutions. The proof is based on a certain generic transversality assumption. A computer-assisted proof of this assumption is given for 1N10.     

Multiple scattering of anisotropic radiation through a layer of clouds

A method by which the transport of anisotropic radiative multiple scattering can be predicted is developed in this paper. A one-dimensional integral intensity model and a three-dimensional diffusion intensity model are both constructed. The former provides a closed-form solution, while the latter involves successive approximation and Gauss's quadrature. On the basis of these methods, the reflection and transmission of solar radiation in a homogeneous cloud layer are computed. The results differ from those for isotropic and Rayleigh scattering assumptions and illustrate the effects on transmission and reflectivity of optical thickness, wavelength, incidence angle, and albedo of single scattering.Nomenclature D ⁺ transmitted diffusion radiation intensity [W/cm² sr · m] - D ^– reflected diffusion radiation intensity [W/cm² sr · m] - I pencil of radiation or specific intensity [W/cm² sr · m] - I ₀ solar irradiance [W/cm²] - K extinction cross-section or total cross-section, + - s (u, ), unit scattered radiation vector - s ₀ (u ₀, ₀), unit incident radiation vector - t optical thickness - u cosine of the viewing angle, , which is measured from the vertical - u ₀ cosine of the angle of incident, ₀, which is measured from the vertical - absorption cross-section - scattering function - absorption coefficient - scattering angle, s · s ₀ - scattering cross-section - scattered azimuthal angle - ₀ incident azimuthal angle - a sphere - a solid angle - ₀ albedo of single scattering,      

A class of quasilinear differential inequalities whose solutions are ultimately constant

Let be a domain in R ⁿ with compact complement and let T be a quasilinear elliptic or degenerate elliptic operator associated with functions u C ²(). This paper is a study of solutions of (sgn u) Tuf(¦u¦, ¦ grad u¦) where f belongs to a class of functions here termed bifurcation functions. The main condition on f is that uniqueness fails for the ordinary differential equation y'=f(y, y) with the initial condition y(0)=y(0)=0. The conclusion is that u is constant for large ¦x¦ and hence, under mild supplementary hypotheses, u has compact support. Examples show that the results fail if the assumptions on f are only slightly weakened, so that the class of f is, essentially, the largest class for which the results can be stated truly.To James Serrin, in celebration of his 60^th birthday     

Nonlinear axisymmetric static and transient analysis of orthotropic thick annular plates

Summary This paper deals with the geometrically nonlinear axisymmetric static and transient response of moderately thick cylindrically orthotropic circular plates subjected to uniformly distributed and ring loads. Immovable clamped and simply supported annular plates with and without a rigid plug subjected to static and step function loads have been considered. Shear deformation and rotary inertia have been included. Orthogonal point collocation method and Newmark- scheme have been employed to solve the differential equations expressed in terms of transverse displacement , shear rotation and stress function . The effect of transverse shear has been investigated for isotropic and orthotropic plates. A simple approximate method has also been used to predict the maximum dynamic response to step loads from the results for static loads.

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Nichtlineare, axialsymmetrische, statische und dynamische Analyse orthotroper, dicker Kreisringplatten

Übersicht Es wird das geometrisch nichtlineare, axialsymmetrische Verhalten orthotroper Kreisring-platten unter gleichmäßig bzw. ringförmig verteilten Lasten untersucht. Eingespannte und gelenkig gelagerte Platten mit oder ohne starrem Pfropfen unter statischer oder dynamischer Belastung werden behandelt, wobei Schubdeformation und Drehträgheit berücksichtigt werden. Eine Kollokationsmethode und das Newmarksche -Schema werden angewendet, um die Differentialgleichungen für die Durchbiegung , die Verdrehung und die Spannungsfunktion zu lösen.

     

Optimal estimates for the uncoupling of differential equations

Our aim in this note is to give optimal conditions on the spectral gap for the existence of an uncoupling of a differential equation of the form = Cz + H(=) into a system ofuncoupled equations of the form (x, y) = (Ax, By) + (F(x, (x)), G((y),y)), whereC=A×B is a bounded linear operator on a Banach spaceZ=X×Y satisfying a spectral gap condition, andH=(F,G) is a Lipschitz function withH(0) = 0. We also give optimal conditions for the regularity of the manifoldsgraph andgraph , and optimal conditions for the regularity of the leaves of two foliations of the phase space associated to the uncoupling. Sharp estimates for the Lipschitz constant of and and for the Hölder exponent of the uncoupling homeomorphism and its inverse are also given.     

Beitrag zur Auswertung von Anlauf-Vorgängen in viskoelastischen Flüssigkeiten

Zusammenfassung In diesem Bericht wird die Kraftübertragung zwischen zwei unbegrenzt ausgedehnten und durch eineMaxwell-Flüssigkeit gekoppelten Platten bei beliebigem Zeitgesetz der Bewegung der oberen auf die elastisch aufgehängte untere Platte unter Einbeziehung der Trägheit von unterer Platte undMaxwell-Flüssigkeit berechnet.Diese Fragestellung führt mathematisch auf ein Randwertproblem, dessen eine Randbedingung die Form ³ u/x ² y + ₁ u + ₁ u/y – ₂ ² u/xy = 0 fürx = 0 annimmt, also gemischte Ableitungen nach 2 unabhängigen Veränderlichen enthält.Es wird gezeigt, daß sich die Lösung als unendliche Reihe darstellen läßt, deren 1. Glied aus abklingenden Exponentialfunktionen, alle weiteren hingegen aus gedämpften Schwingungen bestehen.Als spezielle Zeitgesetze für die obere Platte werden die impulsförmige Erregung, die zeitproportionale und die periodische Bewegung untersucht.Es wird abgeleitet, wie sich die Kenngrößen undG (Viskosität und Schubmodul) aus Eigenfrequenz und Dämpfung bzw. aus den beiden Exponenten dere-Funktionen in den beiden ersten Fällen berechnen lassen. Bei periodischer Beanspruchung werden undG aus der Resonanzfrequenz und der Halbwertbreite bzw. dem Phasenwinkel ermittelt.Abschließend wird gezeigt, daß und wie ein Rotationsviskosimeter auf den behandelten Fall ebener Platten zurückgeführt werden kann.

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Summary In this report the force transmission between two infinitely extended plates coupled by aMaxwell-Fluid is calculated. In this calculation the inertia of the fluid and the influence of the elastically suspended lower plate is included, while the upper plate can perform any time-dependent movement.Mathematically this question leads to a boundery value problem; one boundery condition has the form ³ u/ ² y + ₁ u + ₁ u/y – ₂ ² u/xy = 0 (x = 0) ( ₁, ₂, = constant), that means it contains mixed differential-quotients of two independent variables.The solution is demonstrated as an infinite series, the form of the first term is of two negative exponential functions, all the other terms are damped oscillations.The excitation from a single pulse, the uniform timeproportional and the periodic movement as timedependent laws for the upper plate are analysed.The values of andG (viscosity and shear modulus) are derived from eigenfrequency and damping-constant respectively from the values of the two exponentials. In the periodic case andG are calculated from the resonance frequency and halfwidth or phase-angle respectively.Finally the conditions of the rotation-viscometer are reduced to the case of parallel-plate-viscometer.

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Vorgetragen auf der Jahrestagung der Deutschen Rheologen vom 7.–9. Mai 1973 in Berlin.

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Mit 6 Abbildungen und 1 Tabelle