Search results for "Mathematical analysis"

showing 10 items of 2409 documents

A Mellin transform approach to wavelet analysis

2015

The paper proposes a fractional calculus approach to continuous wavelet analysis. Upon introducing a Mellin transform expression of the mother wavelet, it is shown that the wavelet transform of an arbitrary function f(t) can be given a fractional representation involving a suitable number of Riesz integrals of f(t), and corresponding fractional moments of the mother wavelet. This result serves as a basis for an original approach to wavelet analysis of linear systems under arbitrary excitations. In particular, using the proposed fractional representation for the wavelet transform of the excitation, it is found that the wavelet transform of the response can readily be computed by a Mellin tra…

Discrete wavelet transformNumerical AnalysisLifting schemeApplied MathematicsStationary wavelet transformSecond-generation wavelet transformMathematical analysisWavelet transformData_CODINGANDINFORMATIONTHEORYFractional calculuWavelet analysiWavelet packet decompositionWaveletModeling and SimulationLinear systemHarmonic wavelet transformNumerical AnalysiMellin transformMathematicsCommunications in Nonlinear Science and Numerical Simulation
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A regular variational boundary model for free vibrations of magneto-electro-elastic structures

2011

In this paper a regular variational boundary element formulation for dynamic analysis of two-dimensional magneto-electro-elastic domains is presented. The method is based on a hybrid variational principle expressed in terms of generalized magneto-electro-elastic variables. The domain variables are approximated by using a superposition of weighted regular fundamental solutions of the static magneto-electro-elastic problem, whereas the boundary variables are expressed in terms of nodal values. The variational principle coupled with the proposed discretization scheme leads to the calculation of frequency-independent and symmetric generalized stiffness and mass matrices. The generalized stiffne…

DiscretizationApplied MathematicsMathematical analysisGeneral EngineeringPiezoelectricityMixed boundary conditionFree vibrationMass matrixSingular boundary methodTopologyMeshless methodMagnetoelasticityComputational MathematicsVariational principleFree boundary problemSettore ING-IND/04 - Costruzioni E Strutture AerospazialiBoundary element methodAnalysisHybrid boundaryelementmethodMathematicsStiffness matrix
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A meshfree method for transverse vibrations of anisotropic plates

2003

A meshfree approach, called displacement boundary method, for anisotropic Kirchhoff plate dynamic analysis is presented. This method is deduced from a variational principle, which uses a modified hybrid functional involving the generalized displacements and generalized tractions on the boundary and the lateral deflection in the domain as independent variables. The discretization process is based on the employment of the fundamental solutions of the static problem operator for the expression of the variables involved in the functional. The stiffness and mass matrices obtained for the dynamic model are frequency-independent, symmetric and positive definite and their computation involves bound…

DiscretizationApplied MathematicsMechanical EngineeringOperator (physics)ComputationMathematical analysisBoundary (topology)StiffnessGeometryCondensed Matter PhysicsDisplacement (vector)Mechanics of MaterialsVariational principleModeling and SimulationmedicineMethod of fundamental solutionsGeneral Materials Sciencemedicine.symptomMathematicsInternational Journal of Solids and Structures
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Initial strain effects in multilayer composite laminates

2001

A boundary integral formulation for the analysis of stress fields induced in composite laminates by initial strains, such as may be due to temperature changes and moisture absorption is presented. The study is formulated on the basis of the theory of generalized orthotropic thermo-elasticity and the governing integral equations are directly deduced through the generalized reciprocity theorem. A suitable expression of the problem fundamental solutions is given for use in computations. The resulting linear system of algebraic equations is obtained by the boundary element method and stress interlaminar distributions in the boundary-layer are calculated by using a boundary only discretization. …

DiscretizationApplied MathematicsNumerical analysisMathematical analysisGeneral EngineeringBoundary (topology)Composite laminatesOrthotropic materialIntegral equationComputational MathematicsAlgebraic equationBoundary element methodAnalysisMathematicsEngineering Analysis with Boundary Elements
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BIEM-based variational principles for elastoplasticity with unilateral contact boundary conditions

1998

The structural step problem for elastic-plastic internal-variable materials is addressed in the presence of frictionless unilateral contact conditions. Basing on the BIEM (boundary integral equation method) and making use of deformation-theory plasticity (through the backward-difference method of computational plasticity), two variational principles are shown to characterize the solution to the step problem: one is a stationarity principle having as unknowns all the problem variables, the other is a saddle-point principle having as unknowns the increments of the boundary tractions and displacements, along with the plastic strain increments in the domain. The discretization by boundary and i…

DiscretizationApplied MathematicsNumerical analysisMathematical analysisGeneral EngineeringBoundary (topology)Unilateral contactComputational MathematicsVariational principleBoundary value problemGalerkin methodBoundary element methodAnalysisMathematicsEngineering Analysis with Boundary Elements
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A Mesh-free Particle Method for Transient Full-wave Simulation

2007

A mesh-free particle method is presented for electromagnetic (EM) transient simulation. The basic idea is to obtain numerical solutions for the partial differential equations describing the EM problem in time domain, by using a set of particles, considered as spatial interpolation points of the field variables, arbitrarily placed in the problem domain and by avoiding the use of a regular mesh. Irregular problems geometry with diffused non-homogeneous media can be modeled only with an initial set of arbitrarily distributed particles. The time dependence is accounted for with an explicit finite difference scheme. Moreover the particle discretization can be improved during the process time ste…

DiscretizationComputational complexity theoryElectromagnetic (EM) transient analysiComputer scienceNumerical methodMultivariate interpolationReduction (complexity)Settore MAT/08 - Analisi NumericaElectromagnetic waveFull waveTime domainElectrical and Electronic EngineeringPhysicsPartial differential equationMathematical analysisFinite difference methodComputer simulationPartial differential equationsMesh freeInterpolationElectronic Optical and Magnetic MaterialsComputational complexitySmoothed particle interpolationSettore ING-IND/31 - ElettrotecnicaParticleComputational electromagneticsTransient (oscillation)Mesh-free particle methodInterpolation2006 12th Biennial IEEE Conference on Electromagnetic Field Computation
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Controllability method for acoustic scattering with spectral elements

2007

We formulate the Helmholtz equation as an exact controllability problem for the time-dependent wave equation. The problem is then discretized in time domain with central finite difference scheme and in space domain with spectral elements. This approach leads to high accuracy in spatial discretization. Moreover, the spectral element method results in diagonal mass matrices, which makes the time integration of the wave equation highly efficient. After discretization, the exact controllability problem is reformulated as a least-squares problem, which is solved by the conjugate gradient method. We illustrate the method with some numerical experiments, which demonstrate the significant improveme…

DiscretizationHelmholtz equationApplied MathematicsNumerical analysisSpectral element methodMathematical analysisSpectral element methodFinite difference methodExact controllabilityFinite element methodControllabilityakustinen sirontaComputational MathematicsMass lumpingHelmholtz equationSpectral methodMathematicsJournal of Computational and Applied Mathematics
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On an iterative method for a class of integral equations of the first kind

1987

In this paper, we investigate an iterative method which has been proposed [1] for the numerical solution of a special class of integral equations of the first kind, where one of the essential assumptions is the positivity of the kernel and the given right-hand side. Integral equations of this special type occur in experimental physics, astronomy, medical tomography and other fields where density functions cannot be measured directly, but are related to observable functions via integral equations. In order to take into account the non-negativity of density functions, the proposed iterative scheme was defined in such a way that only non-negative solutions can be approximated. The first part o…

DiscretizationIterative methodGeneral MathematicsConvergence (routing)Mathematical analysisGeneral EngineeringFunctional integrationDaniell integralSummation equationIntegral equationMathematicsLocal convergenceComputing and Computers
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The symmetric boundary element method for unilateral contact problems

2008

Abstract On the basis of the boundary integral equation method, in its symmetric formulation, the frictionless unilateral contact between two elastic bodies has been studied. A boundary discretization by boundary elements leads to an algebraic formulation in the form of a linear complementarity problem. In this paper the process of contact or detachment is obtained through a step by step analysis by using generalized (weighted) quantities as the check elements: the detachment or the contact phenomenon may happen when the weighted traction or the weighted displacement is greater than the weighted cohesion or weighted minimum reference gap, respectively. The applications are performed by usin…

DiscretizationIterative methodMechanical EngineeringTraction (engineering)Mathematical analysisComputational MechanicsGeneral Physics and AstronomyUnilateral contactBoundary (topology)Frictionless contactSymmetric BEMStep by step analysis.Linear complementarity problemDisplacement (vector)Computer Science ApplicationsMacro-elementMechanics of MaterialsSymmetric BEM Frictionless contact Iterative technique Macro-elements Step by step analysis.Iterative techniqueSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodMathematicsComputer Methods in Applied Mechanics and Engineering
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The Line Element-less Method Analysis of orthotropic beam for the De Saint Venant torsion problem

2010

Abstract This paper deals with the extension of a novel numerical technique, labelled line element-less method (LEM), in order to provide approximate solutions of the De Saint Venant torsion problem for orthotropic beams having simply and multiply connected cross-section. A suitable transformation of coordinates allows to take full advantage of the theory of analytic complex functions as in the isotropic case. A complex potential function analytic in all the transformed domain whose real and imaginary parts are related to the shear stress components and to the orthotropic ratio is introduced and expanded in the double-ended Laurent series involving harmonic polynomials. An element-free weak…

DiscretizationLine elementMechanical EngineeringLaurent seriesMathematical analysisIsotropyTorsion (mechanics)GeometryOrthotropic materialCondensed Matter PhysicsOrthotropic materialanalytic functiontorsion problemAlgebraic equationMechanics of MaterialsShear stressGeneral Materials ScienceSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringMathematics
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