Zur Kinematik der isotropen Ebene II

In this paper there are studied mozions / _o in the isotropic plane. Given a C² — curve k in the moving frame we find the enveloped curve k_o in the fixed frame _o and consider the correspondance between the isotropic curvatures A and A_o of k and k_o. Than we investigate third-order properties of the pointpaths.     

TheO(n3) algorithm for a special case of the maximum cost-to-time ratio cycle problem and its coherence with an eigenproblem of a matrix

Let twon×n matrices be given, namely a real matrixA=(a_ij) and a (0, 1)-matrixT=(t_ij). For a cyclic permutation=(i ₁,i ₂,...,i _k) of a subset of N={1, 2, ..., n} we define _A;T(), the cost-to-time ratio weight of, as . This paper presents an O(n³) algorithm for finding (A;T)=max _A;T(), the maximum cost-to-time ratio weight of the matricesA andT. Moreover a generalised eigenproblem is proposed.     

Effect of Interruptions in Loading on the Durability and Deformability of Structural Plastics

An alternative way of estimating the durability of structural plastics under stresses = const 0.4-0.8_f(_f is the failure stress) based on test data obtained in multiple rectangular loading-rest cycles is proposed. It is also suggested to employ the decrease in the instantaneous elastic modulus as a criterion for evaluating the residual service life of plastic parts and structures and elucidating the reasons for their early failure. For the first time, a possibility of considerably increasing the durability and endurance of structural plastics under short pulsed loadings with relatively long interruptions at the initial stage of stress concentration is considered. The cases of a significantly increased endurance of plastics caused by long interruptions after some fatigue loading by high-frequency tension cycles with a zero maximum stress are explained. First experimental confirmations of an increased durability and endurance of microcomposites subjected to short pulsed loadings alternating with long interruptions are obtained. The evolution of the effect of the loading-rest modes on the durability of massive specimens, microcomposites, and dry fibrous reinforcing fillers is demonstrated with examples of a glass-fabric laminate, a microcomposite, and a nonimpregnated glass strand.     

Regressions and monotone chains II: The poset of integer intervals

A regressive function (also called a regression or contractive mapping) on a partial order P is a function mapping P to itself such that (x)x. A monotone k-chain for is a k-chain on which is order-preserving; i.e., a chain x ₁<...ksuch that (x ₁)...(x_k). Let P _nbe the poset of integer intervals {i, i+1, ..., m} contained in {1, 2, ..., n}, ordered by inclusion. Let f(k) be the least value of n such that every regression on P _nhas a monotone k+1-chain, let t(x,j) be defined by t(x, 0)=1 and t(x,j)=x ^t(x,j–1). Then f(k) exists for all k (originally proved by D. White), and t(2,k) < f(K) <t( + _k, k) , where _k 0 as k. Alternatively, the largest k such that every regression on P _nis guaranteed to have a monotone k-chain lies between lg^*(n) and lg^*(n)–2, inclusive, where lg^*(n) is the number of appliations of logarithm base 2 required to reduce n to a negative number. Analogous results hold for choice functions, which are regressions in which every element is mapped to a minimal element.     

Solution of a problem on the identification of parameters by the distribution of the maximum random variable: a multivariate normal case

In this paper we solve the problem of unique factorization of products ofn-variate nonsingular normal distributions with covariance matrices of the form , _ij =p _{i j} forij, = _i ² ,j=j,p0.     

Certain results of an experimental study of the stress distribution at the end of a monofilament

The present article gives the results of a polarization-optical investigation of the stress pattern at the end of a round aluminum rod in a sheet of ÉD-6M epoxy resin. The problem was solved for a pseudoplane in the elastic approximation. The distribution pattern for the principal stresses and the stresses _xy, _x, and _y over the specimen is given. It was found that the points of maximum stress _xy in transverse sections of the specimen did not lie at the fiber surface. The radial stresses _y had a weakening effect on the bonding at the interface with the medium. The results are discussed and compared with those of other authors.S. P. Korolev Kuibyshev Aviation Institute. Translated from Mekhanika Polimerov, No. 2, pp. 262–266, March–April, 1972.     

On the Convergence of Stewart's QLP Algorithm for Approximating the SVD

The pivoted QLP decomposition, introduced by Stewart [20], represents the first two steps in an algorithm which approximates the SVD. The matrix A₀ is first factored as A₀=QR, and then the matrix R ^T₁ is factored as R ^T₁=PL ^T, resulting in A=Q₁ LP ^T₀ ^T, with Q and P orthogonal, L lower-triangular, and ₀ and ₁ permutation matrices. Stewart noted that the diagonal elements of L approximate the singular values of A with surprising accuracy. In this paper, we provide mathematical justification for this phenomenon. If there is a gap between _k and _k+1, partition the matrix L into diagonal blocks L ₁₁ and L ₂₂ and off-diagonal block L ₂₁, where L ₁₁ is k-by-k. We show that the convergence of ( _j (L ₁₁)^–1– _j ^–1)/ _j ^–1 for j=1,. . .,k, and of ( _j (L ₂₂)– _k+j )/ _k+j , for j=1,. . .,n–k, are all quadratic in the gap ratio _k+1/ _k . The worst case is therefore at the gap, where the absolute errors L ₁₁ ^–1– _k ^–1 and L ₂₂– _k+1 are thus cubic in _k ^–1 and _k+1, respectively. One order of convergence is due to the rank-revealing pivoting in the first step; then, because of the pivoting in the first step, two more orders are achieved in the second step. Our analysis assumes that ₁=I, that is, that pivoting is done only on the first step. Although our results explain some of the properties of the pivoted QLP decomposition, they hypothesize a gap in the singular values. However, a simple example shows that the decomposition can perform well even in the absence of a gap. Thus there is more to explain, and we hope that our paper encourages others to tackle the problem. The QLP algorithm can be continued beyond the first two steps, and we make some observations concerning the asymptotic convergence. For example, we point out that repeated singular values can accelerate convergence of individual elements. This, in addition to the relative convergence to all of the singular values being quadratic in the gap ratio, further indicates that the QLP decomposition can be powerful even when the ratios between neighboring singular values are close to one.     

Stress relaxation: Experiment,theory, and computer simulation

Experimental evidence on stress relaxation is analyzed first for a wide variety of classes of materials: metals and their alloys, synthetic and natural polymers, glasses and frozen non-polymeric organic liquids. Common features of curves (t) of relaxation of stress a as a function of time t are discussed, and the importance of the internal stress _i() noted. Theoretical approaches are then reviewed, with particular attention to the cooperative model and its modifications; that model corresponds well to the experimental results. Some simulation results obtained with the method of molecular dynamics are reported for ideal metal lattices, metal lattices with defects, and for polymeric systems. In agreement with both experiments and the cooperative theory, the simulated (log t) curves exhibit three regions: initial, nearly horizontal, starting at ₀; central, descending approximately linearly; and final, corresponding to _i. In agreement with the theory, the slope of the simulated central part is proportional to the initial effective stress ₀*= ₀– _i. The time range taken by the central part is strongly dependent on the defect concentration: the lower the defect concentration, the shorter the range. Imposition in the beginning of a high strain destroys largely the resistance of a material to deformation, resulting in low values of the internal stress _i. On the joint basis of experimental, theoretical, and numerical results, we explain the mechanism of stress relaxation in terms of deformations occuring in the immediate environment of the defects. Simulations show several common features in the behavior of metals and polymers. Apart from the defect concentration, the amount of free volumev _f is also important.Published in Mekhanika Kompozitnykh Materialov, Vol. 31, No. 5, pp. 591–606, September–Ocotober, 1995.     

Stationary Values of Sectional Curvature in Grassmann Manifolds of Bivectors

In the Grassmann manifold G _2,n ⁺ of bivectors (n4), the sectional curvature K() in the direction of a 2-plane takes values in [0,2]. All stationary values a of K() such that the gradient K|₌₀ vanishes for at least one ₀ K^–1(a) are found. The values are {0,1,2} for n=4, {0,1/5,1,2} for n=5, and {0,1/5,1/2,1,2} for n6. Bibliography: 7 titles.     

Infinitesimal Stokes’ Formula for Higher-Order de Rham Complexes

A higher-order de Rham complex dR [14] is associated with a commutative algebra A and a sequence of positive integers = (₁₂... It is called regular if is nondecreasing. We extend the algebraic definitions of the Lie derivative and interior product with respect to a derivation of A, to higher-order differential forms. These allow us to prove a generalization of the infinitesimal Stokes formula (also known as the Cartan homotopy formula) for higher regular de Rham complexes. In particular, this implies the homotopy invariance property of higher regular de Rham cohomologies for differentiable manifolds.     

Block LU factorization is stable for block matrices whose inverses are block diagonally dominant

Let A M_n (C) and let the inverse matrix B = A^–1 be block diagonally dominant by rows (columns) w.r.t. an m × m block partitioning and a matrix norm. We show that A possesses a block LU factorization w.r.t. the same block partitioning, and the growth factor for A in this factorization is bounded above by 1 + , where = max _{1im i} and _i, 0 _i 1, are the row (column) block dominance factors of B. Further, the off-diagonal blocks of A (and of its block Schur complements) satisfy the inequalities

Subgroups of the full linear group over a semilocal ring

Let be a semilocal ring (a factor ring with respect to the Jacobson-Artin radical) for which the residue field C/m of its center C with respect to each maximal idealmC contains no fewer than seven elements. The structure of subgroups H in the full linear group GL(n, ) containing the group of diagonal matrices is considered. The main theorem: for any subgroup H there is a uniquely determined D-net of ideals such that G()HN(), whereN() is the normalizer of the D-net subgroup . A transparent classification of subgroups GL(n, ) normalizable by diagonal matrices is thus obtained. Further, the factor groupN()/G() is studied.Translated from Zapiski Nauchnykh Seminarov Leningradskogo Otdeleniya Matematicheskogo Instituta im. V. A. Steklova AN SSSR, Vol. 75, pp. 32–34, 1978.     

Parabolic subgroups of Chevalley groups over a semilocal ring

Let G be the Chevalley group over a commutative semilocal ring R which is associated with a root system . The parabolic subgroups of G are described in the work. A system =() of ideals in R ( runs through all roots of the system ) is called a net of ideals in the commutative ring R if ₊ for all those roots and for which + is also a root. A net is called parabolic if =R for >0. The main theorem: under minor additional assumptions all parabolic subgroups of G are in bijective correspondence with all parabolic nets . The paper is related to two works of K. Suzuki in which the parabolic subgroups of G are described under more stringent conditions.Translated from Zapiski Nauchnykh Seminarov Leningradskogo Otdeleniya Matematicheskogo Instituta im. V. A. Steklova AN SSSR, Vol. 75, pp. 43–58, 1978.     

Laminar boundary layer on a flat plate at high Prandtl number

Zusammenfassung Das Problem der Laminarströmung einer kompressiblen Flüssigkeit längs einer ebenen Platte bei grossen Prandtlzahlen wird mit Hilfe der Methode der inneren und äusseren Expansion gelöst unter der Annahme, dass das Produkt aus Dichte und Viskosität quer zur Grenzschicht konstant ist. Die Tabellen des Anhanges ermöglichen die Berechnung einer vollständigen Temperaturverteilung in der Grenzschicht für isolierte und nichtadiabatische Wände. Es erweist sich, dass die für den Rückgewinnungsfaktor gewonnene Formelr=1,922 ^1/3–1,341 eine wesentliche Verbesserung gegenüber früheren Ergebnissen ist, selbst bei =10³. Es wird eine Interpolationsformel vorgeschlagen, die in die exakte asymptotische Lösung bei grossem übergeht und beir=1 ebenfalls =1 ergibt.     

On the convergence order of accelerated root iterations

Summary A Gauss-Seidel procedure for accelerating the convergence of the generalized method of the root iterations type of the (k+2)-th order (kN) for finding polynomial complex zeros, given in [7], is considered in this paper. It is shown that theR-order of convergence of the accelerated method is at leastk+1+ _n (k), where _n (k)>1 is the unique positive root of the equation ⁿ --k-1 = 0 andn is the degree of the polynomial. The examples of algebraic equations in ordinary and circular arithmetic are given.     

On the stationary measures of critical branching processes

Let Z _n (n=0, l, ...) be an aperiodic critical Galton-Watson process and let ² be the (possibly infinite) variance of Z ₁. Let _k (k=1, 2, ...) denote the stationary measure of the process. Kesten, Ney and Spritzer proved in 1966 that _k 2/ ² as k (*) under the additional assumption that EZ ₁ ² log Z ₁< (**) In the present paper, (*) is proved without the assumption (**). The proof uses complex function theory.     

On tilings of the plane

The paper discusses homeomorphic types of (periodic) tilings of the plane in terms of their associated Delaney symbol. Such a symbol consists of a (finite) set D on which three involutions ₀, ₁ and ₂ act from the right such that ₀₂=₂₀ and there are two maps m ₀₁, m ₁₂ : D satisfying certain compatibility conditions. It is shown how the barycentric subdivision of a tiling can be used to define its Delaney symbol and that the symbol characterizes the tiling up to (equivariant) homeomorphisms. Furthermore, it is shown how properties of the tiling can be recognized from corresponding properties of the symbol and how this technique can be used to enumerate various types of tilings with specific properties. If necessary, this enumeration can be done by appropriate computer programs. Among other results, we have been able to vindicate the results by Grünbaum et al., announced in [8]. Finally, some recursive enumeration formulas, based on the Delaney symbol technique, are stated.     

Weak convergence of probability measures relative to incompatible topology and σ-field with applications to renewal theory

Summary Necessary and sufficient conditions are given in order that a sequence of probability measures, weakly convergent relative to a given topology ₀ and associated -field ( ₀), are weakly convergent (and satisfy a continuity theorem) relative to the ( ₀)-measurable functions which are continuous in some finer topology ₁, even if does not extend to ( ₀). These conditions are shown to be applicable to a sequence of translated renewal measures. Alternate conditions (tightness, uniformity of weak convergence) are investigated and shown to be inappropriate.This research was partially supported by UMC Summer Faculty Research Fellowships     

Monotonic subsequences in permutations of n natural numbers

Let S_n be the set of all permutations of the numbers 1, 2,..., n, and letl _n() be the number of terms in the maximal monotonic subsequence contained in S_n. If M[l _n()] is the mean value ofl _n () on S_n, then, for all except a finite number of n, the bound M[l _n()] e n is valid.Translated from Matematicheskie Zametki, Vol. 13, No. 4, pp. 511–514, April, 1973.The author wishes to thank E. M. Nikishin for having posed the problem and for his constant interest in the work.     

On the concentration of stresses due to a small elliptic inclusion on the neutral axis of a deep beam under constant bending moment

Zusammenfassung Es wird die Spannungsverteilung untersucht, die sich in einem breiten Balken mit konstanter Höhe unter einem konstanten Biegemoment ausbildet, wenn er eine kleine elliptische Einschliessung mit Zentrum auf der Neutralachse enthält. Insbesondere werden die Fälle eines sehr starren Einschlusses sowie eines elliptischen Loches im Detail diskutiert.

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Nomenclature x, y Cartesian coordinates - , elliptic coordinates - u, v (u ,u )=components of displacements - , unit elongations in -and -directions - shearing strain - , normal stress components in elliptical coordinates - shearing stress in elliptic coordinates - _x , _y normal stress in Cartesian coordinates - _xy shearing stress in Cartesian coordinates - E Young's modulus for the beam - v Poisson's ratio for the beam - 1/h ₁, 1/h ₂ stretch ratios - e _x + _y dilatation - 2 rotation - M bending moment