36,874 research outputs found

    Detecting flat normal cones using Segre classes

    Get PDF
    Given a flat, projective morphism YTY \to T from an equidimensional scheme to a nonsingular curve and a subscheme ZZ of YY, we give conditions under which specialization of the Segre class s(NZY)s(N_{Z}Y) of the normal cone of ZZ in YY implies flatness of the normal cone. We apply this result to study when the relative tangent star cone of a flat family is flat.Comment: LaTeX, 11 pages, no figure

    Tangential Quantum Cohomology of Arbitrary Order

    Full text link
    J. Kock has previously defined a tangency quantum product on formal power series with coefficients in the cohomology ring of any smooth projective variety, and thus a ring that generalizes the quantum cohomology ring. We further generalize Kock's construction by defining a dth-order contact product and establishing its associativity.Comment: 18 pages, LaTeX. We correct our paper to work in the correct context, viz., using numerical equivalence (rather than rational equivalence) and explicitly mentioning the Novikov rin

    Preliminary Test of Prescribed Burning for Control of Maple Leaf Cutter (Lepidoptera: Incurvariidae)

    Get PDF
    Leaf litter burning in the spring resulted in 87.5% mortality of maple leaf cutter pupae, Paraclemensia acerifoliella (Fitch). No apparent damage was observed on sugar maple or beech trees within the burn area

    Opening of an interface flaw in a layered elastic half-plane under compressive loading

    Get PDF
    A static analysis is given of the problem of an elastic layer perfectly bonded, except for a frictionless interface crack, to a dissimilar elastic half-plane. The free surface of the layer is loaded by a finite pressure distribution directly over the crack. The problem is formulated using the two dimensional linear elasticity equations. Using Fourier transforms, the governing equations are converted to a pair of coupled singular integral equations. The integral equations are reduced to a set of simultaneous algebraic equations by expanding the unknown functions in a series of Jacobi polynomials and then evaluating the singular Cauchy-type integrals. The resulting equations are found to be ill-conditioned and, consequently, are solved in the least-squares sense. Results from the analysis show that, under a normal pressure distribution on the free surface of the layer and depending on the combination of geometric and material parameters, the ends of the crack can open. The resulting stresses at the crack-tips are singular, implying that crack growth is possible. The extent of the opening and the crack-top stress intensity factors depend on the width of the pressure distribution zone, the layer thickness, and the relative material properties of the layer and half-plane

    Transforming fixed-length self-avoiding walks into radial SLE_8/3

    Full text link
    We conjecture a relationship between the scaling limit of the fixed-length ensemble of self-avoiding walks in the upper half plane and radial SLE with kappa=8/3 in this half plane from 0 to i. The relationship is that if we take a curve from the fixed-length scaling limit of the SAW, weight it by a suitable power of the distance to the endpoint of the curve and then apply the conformal map of the half plane that takes the endpoint to i, then we get the same probability measure on curves as radial SLE. In addition to a non-rigorous derivation of this conjecture, we support it with Monte Carlo simulations of the SAW. Using the conjectured relationship between the SAW and radial SLE, our simulations give estimates for both the interior and boundary scaling exponents. The values we obtain are within a few hundredths of a percent of the conjectured values

    Bending vibrational data accuracy study

    Get PDF
    Computer program for predicting structural bending vibrational dat

    Some remarks on the isoperimetric problem for the higher eigenvalues of the Robin and Wentzell Laplacians

    Full text link
    We consider the problem of minimising the kkth eigenvalue, k2k \geq 2, of the (pp-)Laplacian with Robin boundary conditions with respect to all domains in RN\mathbb{R}^N of given volume MM. When k=2k=2, we prove that the second eigenvalue of the pp-Laplacian is minimised by the domain consisting of the disjoint union of two balls of equal volume, and that this is the unique domain with this property. For p=2p=2 and k3k \geq 3, we prove that in many cases a minimiser cannot be independent of the value of the constant α\alpha in the boundary condition, or equivalently of the volume MM. We obtain similar results for the Laplacian with generalised Wentzell boundary conditions Δu+βuν+γu=0\Delta u + \beta \frac{\partial u}{\partial \nu} + \gamma u = 0.Comment: 16 page

    Stripe phases in the two-dimensional Falicov-Kimball model

    Full text link
    The observation of charge stripe order in the doped nickelate and cuprate materials has motivated much theoretical effort to understand the underlying mechanism of the stripe phase. Numerical studies of the Hubbard model show two possibilities: (i) stripe order arises from a tendency toward phase separation and its competition with the long-range Coulomb interaction or (ii) stripe order inherently arises as a compromise between itinerancy and magnetic interactions. Here we determine the restricted phase diagrams of the two-dimensional Falicov-Kimball model and see that it displays rich behavior illustrating both possibilities in different regions of the phase diagram.Comment: (5 pages, 3 figures

    Structural model optimization using statistical evaluation

    Get PDF
    The results of research in applying statistical methods to the problem of structural dynamic system identification are presented. The study is in three parts: a review of previous approaches by other researchers, a development of various linear estimators which might find application, and the design and development of a computer program which uses a Bayesian estimator. The method is tried on two models and is successful where the predicted stiffness matrix is a proper model, e.g., a bending beam is represented by a bending model. Difficulties are encountered when the model concept varies. There is also evidence that nonlinearity must be handled properly to speed the convergence
    corecore