Search results for "fundamental"

showing 10 items of 535 documents

Magneto-Electro-Elastic Bimorph Analysis by the Boundary Element Method

2008

The influence of the magnetic configuration on the behavior of magneto-electro-elastic bimorph beams is analyzed by using a boundary element approach. The problem is formulated by using the generalized displacements and generalized tractions. The boundary integral equation formulation is obtained by extending the reciprocity theorem to magneto-electro-elastic problems; it is numerically implemented by using the boundary element method multidomain technique to address problems involving nonhomogeneous configurations. Results under different magnetic configurations are compared highlighting the characteristic features of magnetopiezoelectric behavior particularly focusing on the link between …

Materials scienceMechanical EngineeringGeneral MathematicsMathematical analysisBimorphGeometrySingular boundary methodBoundary knot methodElectromagnetic inductionMechanics of MaterialsAnalytic element methodMethod of fundamental solutionsGeneral Materials ScienceSettore ING-IND/04 - Costruzioni E Strutture AerospazialiBoundary element methodMagnetomagneto-electro-elastic bimorph beams boundary element approach magnetopiezoelectric interlaminar stressesCivil and Structural Engineering
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Experimental dynamic analysis of elastic-plastic shear frames with secondary structures

2003

Various experimental models are developed to study the influence of lightweight secondary structures on the dynamic response of elastic and elastic-plastic shear frames. Small-scale two-story model frames, with an elastic single-degree-of-freedom secondary structure attached, are considered for sinusoidal and random in-plane support excitation. Both elastic and elastic-plastic responses are recorded by varying the material properties of the columns of a distinguished floor. Parametric studies are performed by varying the secondary structure's fundamental frequency and damping. Experimental results are compared with those obtained by computational simulations. Experimental and numerical resu…

Materials scienceSmall-scale modelbusiness.industryMechanical EngineeringAerospace EngineeringStructural engineeringFundamental frequencyNon-structural elementElastic-plastic structureShear (geology)Mechanics of MaterialsExcited stateSupport excitationSolid mechanicsMaterial propertiesbusinessProtein secondary structureExcitationParametric statistics
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Salkowski curves revisited: A family of curves with constant curvature and non-constant torsion

2009

In the paper [Salkowski, E., 1909. Zur Transformation von Raumkurven, Mathematische Annalen 66 (4), 517-557] published one century ago, a family of curves with constant curvature but non-constant torsion was defined. We characterize them as space curves with constant curvature and whose normal vector makes a constant angle with a fixed line. The relation between these curves and rational curves with double Pythagorean hodograph is studied. A method to construct closed curves, including knotted curves, of constant curvature and continuous torsion using pieces of Salkowski curves is outlined.

Mathematical analysisAerospace EngineeringDifferential geometry of curvesCurvatureComputer Graphics and Computer-Aided DesignConstant curvatureParametric surfaceModeling and SimulationFundamental theorem of curvesTorsion of a curveAutomotive EngineeringFamily of curvesConstant (mathematics)MathematicsComputer Aided Geometric Design
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Interlaminar stresses in laminated composite beam-type structures under shear/bending

2000

A boundary integral model for composite laminates under out-of-plane shear/bending is presented. The formulation proposed allows one to determine the elastic response of generally stacked composite laminates having general shape of the cross section. The integral equations governing the ply behavior within the laminate are deduced starting from the reciprocity theorem for beam-type structures. The ply integral equations are obtained by employing the analytical expression of the fundamental solution of generalized plane strain anisotropic problems. The laminate model is completed by imposing the displacement and stress continuity along the interfaces and the external boundary conditions. The…

Mathematical analysisFundamental solutionAerospace EngineeringGeometryBoundary value problemComposite laminatesAnisotropyBoundary element methodIntegral equationPlane stressMathematicsStress concentrationAIAA Journal
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Spherical Harmonics Expansion of Fundamental Solutions and Their Derivatives for Homogeneous Elliptic Operators

2017

In this work, a unified scheme for computing the fundamental solutions of a three-dimensional homogeneous elliptic partial differential operator is presented. The scheme is based on the Rayleigh expansion and on the Fourier representation of a homogeneous function. The scheme has the advantage of expressing the fundamental solutions and their derivatives up to the desired order without any term-by-term differentiation. Moreover, the coefficients of the series need to be computed only once, thus making the presented scheme attractive for numerical implementation. The scheme is employed to compute the fundamental solution of isotropic elasticity showing that the spherical harmonics expansion…

Mathematical analysisZonal spherical harmonicsSpherical harmonics02 engineering and technology01 natural sciencesboundary element methodComputer Science Applications010101 applied mathematicsElliptic operatorintegral equation020303 mechanical engineering & transports0203 mechanical engineeringModeling and SimulationSpin-weighted spherical harmonicsFundamental solutionVector spherical harmonicsspherical harmonicelliptic operator0101 mathematicsFundamental solutionTensor operatorMathematicsSolid harmonicsJournal of Multiscale Modelling
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The varieties of bifocal Grassmann tensors

2022

AbstractGrassmann tensors arise from classical problems of scene reconstruction in computer vision. In particular, bifocal Grassmann tensors, related to a pair of projections from a projective space onto view spaces of varying dimensions, generalize the classical notion of fundamental matrices. In this paper, we study in full generality the variety of bifocal Grassmann tensors focusing on its birational geometry. To carry out this analysis, every object of multi-view geometry is described both from an algebraic and geometric point of view, e.g., the duality between the view spaces, and the space of rays is explicitly described via polarity. Next, we deal with the moduli of bifocal Grassmann…

Mathematics - Algebraic GeometryMulti-view Geometry · Grassmann Tensors · Fundamental Matrices ·Group ActionsApplied MathematicsFOS: MathematicsSettore MAT/03 - GeometriaAlgebraic Geometry (math.AG)
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Boundary reconstruction for the broken ray transform

2013

We reduce boundary determination of an unknown function and its normal derivatives from the (possibly weighted and attenuated) broken ray data to the injectivity of certain geodesic ray transforms on the boundary. For determination of the values of the function itself we obtain the usual geodesic ray transform, but for derivatives this transform has to be weighted by powers of the second fundamental form. The problem studied here is related to Calder\'on's problem with partial data.

Mathematics - Differential GeometryDifferential Geometry (math.DG)GeodesicAstrophysics::High Energy Astrophysical PhenomenaGeneral MathematicsSecond fundamental formta111Mathematical analysisFOS: MathematicsBoundary (topology)Function (mathematics)53C65 78A05 (Primary) 35R30 58J32 (Secondary)MathematicsAnnales Academiae Scientiarum Fennicae Mathematica
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Wolfe's theorem for weakly differentiable cochains

2014

Abstract A fundamental theorem of Wolfe isometrically identifies the space of flat differential forms of dimension m in R n with the space of flat m -cochains, that is, the dual space of flat chains of dimension m in R n . The main purpose of the present paper is to generalize Wolfe's theorem to the setting of Sobolev differential forms and Sobolev cochains in R n . A suitable theory of Sobolev cochains has recently been initiated by the second and third author. It is based on the concept of upper norm and upper gradient of a cochain, introduced in analogy with Heinonen–Koskela's concept of upper gradient of a function.

Mathematics - Differential GeometryPure mathematicsDifferential form49Q15 46E35 53C65 49J52Mathematics::Algebraic Topology01 natural sciencesMathematics - Analysis of PDEs0103 physical sciencesFOS: MathematicsDifferentiable function0101 mathematicsflat cochainMathematicsFundamental theoremDual spaceta111polyhedral chain010102 general mathematicsCohomologySobolev spaceDifferential Geometry (math.DG)Norm (mathematics)010307 mathematical physicsgeometric integration theoryweakly differentiable cochainAnalysisAnalysis of PDEs (math.AP)
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Pappus type theorems for motions along a submanifold

2004

Abstract We study the volumes volume( D ) of a domain D and volume( C ) of a hypersurface  C obtained by a motion along a submanifold P of a space form  M n λ . We show: (a) volume( D ) depends only on the second fundamental form of  P , whereas volume( C ) depends on all the i th fundamental forms of  P , (b) when the domain that we move D 0 has its q -centre of mass on  P , volume( D ) does not depend on the mean curvature of  P , (c) when D 0 is q -symmetric, volume( D ) depends only on the intrinsic curvature tensor of  P ; and (d) if the image of  P by the ln of the motion (in a sense which is well-defined) is not contained in a hyperplane of the Lie algebra of SO ( n − q − d ), and C …

Mean curvatureGeodesicVolumeSpace formParallel motionImage (category theory)Second fundamental formMathematical analysisSubmanifoldMotion along a submanifoldCombinatoricsHypersurfaceComputational Theory and MathematicsTubePappus formulaeLie algebraDomain (ring theory)Comparison theoremMathematics::Differential GeometryGeometry and TopologyAnalysisMathematicsDifferential Geometry and its Applications
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Symmetric boundary element method versus finite element method

2002

The paper examines the effectiveness of the symmetric boundary element formulation when the continuum body is subdivided into large elements called macro-elements. The approach proposed combines a strong reduction of variables with an elastic solution close to the real response. Indeed, if the displacement method is used, this approach permits one to determine for every macro-element a relationship connecting the weighted traction vector defined on the sides of the interface boundary with the node displacement vector of the same boundary and with the external action vector. Such a strategy is very similar to that followed through the finite element method, but with the advantages of having …

Mechanical EngineeringMathematical analysisComputational MechanicsGeneral Physics and AstronomyGeometryMixed finite element methodSingular boundary methodBoundary knot methodFinite element methodComputer Science ApplicationsBoundary elementMechanics of MaterialsAnalytic element methodSymmetric boundary element methodMethod of fundamental solutionsSubstructuringSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodMathematicsExtended finite element method
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