Search results for "geometry."

showing 10 items of 4386 documents

Singular integrals on regular curves in the Heisenberg group

2019

Let $\mathbb{H}$ be the first Heisenberg group, and let $k \in C^{\infty}(\mathbb{H} \, \setminus \, \{0\})$ be a kernel which is either odd or horizontally odd, and satisfies $$|\nabla_{\mathbb{H}}^{n}k(p)| \leq C_{n}\|p\|^{-1 - n}, \qquad p \in \mathbb{H} \, \setminus \, \{0\}, \, n \geq 0.$$ The simplest examples include certain Riesz-type kernels first considered by Chousionis and Mattila, and the horizontally odd kernel $k(p) = \nabla_{\mathbb{H}} \log \|p\|$. We prove that convolution with $k$, as above, yields an $L^{2}$-bounded operator on regular curves in $\mathbb{H}$. This extends a theorem of G. David to the Heisenberg group. As a corollary of our main result, we infer that all …

Applied MathematicsGeneral Mathematics42B20 (primary) 43A80 28A75 35R03 (secondary)Metric Geometry (math.MG)Singular integralLipschitz continuityuniform rectifiabilityHeisenberg groupFunctional Analysis (math.FA)ConvolutionBounded operatorMathematics - Functional AnalysisCombinatoricsMathematics - Metric GeometryMathematics - Classical Analysis and ODEsBounded functionClassical Analysis and ODEs (math.CA)FOS: MathematicsHeisenberg groupsingular integralsBoundary value problemKernel (category theory)MathematicsJournal de Mathématiques Pures et Appliquées
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Quasisymmetric structures on surfaces

2009

We show that a locally Ahlfors 2-regular and locally linearly locally contractible metric surtace is locally quasisymmetrically equivalent to tne disk. We also discuss an application of this result to the problem of characterizing surfaces embedded in some Euclidean spaces that are locally bi-Lipschitz equivalent to a ball in the plane.

Applied MathematicsGeneral MathematicsEuclidean geometryMathematical analysisMathematics::Metric GeometryBall (mathematics)Contractible spaceMathematicsTransactions of the American Mathematical Society
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Quasisymmetric spheres over Jordan domains

2015

Let $\Omega$ be a planar Jordan domain. We consider double-dome-like surfaces $\Sigma$ defined by graphs of functions of $dist( \cdot ,\partial \Omega)$ over $\Omega$. The goal is to find the right conditions on the geometry of the base $\Omega$ and the growth of the height so that $\Sigma$ is a quasisphere, or quasisymmetric to $\mathbb{S}^2$. An internal uniform chord-arc condition on the constant distance sets to $\partial \Omega$, coupled with a mild growth condition on the height, gives a close-to-sharp answer. Our method also produces new examples of quasispheres in $\mathbb{R}^n$, for any $n\ge 3$.

Applied MathematicsGeneral MathematicsGraph of a functionMetric Geometry (math.MG)16. Peace & justiceOmegaCombinatoricsBase (group theory)Mathematics - Metric GeometryDomain (ring theory)FOS: MathematicsSPHERESConstant (mathematics)Mathematics
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Blocks with Equal Height Zero Degrees

2009

We study blocks all of whose height zero ordinary characters have the same degree. We suspect that these might be the Broue-Puig nilpotent blocks.

Applied MathematicsGeneral MathematicsMathematical analysisFOS: MathematicsZero (complex analysis)GeometryGroup Theory (math.GR)Mathematics::Representation TheoryMathematics - Group TheoryMathematics20C20
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Fixed point theorems on ordered metric spaces and applications to nonlinear elastic beam equations

2012

In this paper, we establish certain fixed point theorems in metric spaces with a partial ordering. Presented theorems extend and generalize several existing results in the literature. As application, we use the fixed point theorems obtained in this paper to study existence and uniqueness of solutions for fourth-order two-point boundary value problems for elastic beam equations.

Applied MathematicsMathematical analysisFixed-point theoremFixed-point propertyNonlinear systemMetric spaceSettore MAT/05 - Analisi MatematicaModeling and SimulationGeometry and TopologyBoundary value problemUniquenessOrdered metric space fixed point coupled fixed point boundary value problem elastic beam equation.Partially ordered setCoincidence pointMathematics
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Visible parts and dimensions

2003

We study the visible parts of subsets of n-dimensional Euclidean space: a point a of a compact set A is visible from an affine subspace K of n, if the line segment joining PK(a) to a only intersects A at a (here PK denotes projection onto K). The set of all such points visible from a given subspace K is called the visible part of A from K. We prove that if the Hausdorff dimension of a compact set is at most n−1, then the Hausdorff dimension of a visible part is almost surely equal to the Hausdorff dimension of the set. On the other hand, provided that the set has Hausdorff dimension larger than n−1, we have the almost sure lower bound n−1 for the Hausdorff dimensions of visible parts. We al…

Applied MathematicsMathematical analysisMinkowski–Bouligand dimensionMathematics::General TopologyGeneral Physics and AstronomyDimension functionStatistical and Nonlinear PhysicsUrysohn and completely Hausdorff spacesEffective dimensionCombinatoricsPacking dimensionHausdorff distanceHausdorff dimensionMathematics::Metric GeometryHausdorff measureMathematical PhysicsMathematicsNonlinearity
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Fixed point results for Gm-Meir-Keeler contractive and G-(α,ψ)-Meir-Keeler contractive mappings

Applied MathematicsMathematics::General TopologyGeometry and TopologyFixed Point Theory and Applications
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A strain-difference-based nonlocal elasticity model

2004

Abstract A two-component local/nonlocal constitutive model for (macroscopically) inhomogeneous linear elastic materials (but constant internal length) is proposed, in which the stress is the sum of the local stress and a nonlocal-type stress expressed in terms of the strain difference field, hence identically vanishing in the case of uniform strain. Attention is focused upon the particular case of piecewise homogeneous material. The proposed model is thermodynamically consistent with a suitable free energy potential. It constitutes an improved form of the Vermeer and Brinkgreve [A new effective nonlocal strain measure for softening plasticity. In: Chambon, R., Desrues, J., Vardulakis, I. (E…

Applied MathematicsMechanical EngineeringAttenuationMathematical analysisConstitutive equationLinear elasticityGeometryPlasticityCondensed Matter PhysicsBifurcation theoryMechanics of MaterialsModeling and SimulationPiecewiseGeneral Materials ScienceSofteningMathematicsNumerical stabilityInternational Journal of Solids and Structures
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Gradient elasticity and nonstandard boundary conditions

2003

Abstract Gradient elasticity for a second gradient model is addressed within a suitable thermodynamic framework apt to account for nonlocality. The pertinent thermodynamic restrictions upon the gradient constitutive equations are derived, which are shown to include, besides the field (differential) stress–strain laws, a set of nonstandard boundary conditions. Consistently with the latter thermodynamic requirements, a surface layer with membrane stresses is envisioned in the strained body, which together with the above nonstandard boundary conditions make the body constitutively insulated (i.e. no long distance energy flows out of the boundary surface due to nonlocality). The total strain en…

Applied MathematicsMechanical EngineeringConstitutive equationGeometryMechanicsEquilibrium equationCondensed Matter PhysicsTotal strainMinimum total potential energy principleQuantum nonlocalityMechanics of MaterialsModeling and SimulationGeneral Materials ScienceBoundary value problemSurface layerElasticity (economics)MathematicsInternational Journal of Solids and Structures
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On the Computational Aspects of a Symmetric Multidomain Boundary Element Method Approach for Elastoplastic Analysis

2011

The symmetric boundary element method (SBEM) is applied to the elasto-plastic analysis of bodies subdivided into substructures. This methodology is based on the use of: a multidomain SBEM approach, for the evaluation of the elastic predictor; a return mapping algorithm based on the extremal paths theory, for the evaluation of inelastic quantities characterizing the plastic behaviour of each substructure; and a transformation of the domain inelastic integrals of each substructure into corresponding boundary integrals. The elastic analysis is performed by using the SBEM displacement approach, which has the advantage of creating system equations that only consist of nodal kinematical unknowns…

Applied MathematicsMechanical EngineeringMathematical analysisPhase (waves)Boundary (topology)GeometryFunction (mathematics)Displacement (vector)Domain (mathematical analysis)Transformation (function)Mechanics of MaterialsModeling and SimulationSubstructureBoundary element methodMathematicsThe Journal of Strain Analysis for Engineering Design
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