Search results for "Mathematical analysis"

showing 10 items of 2409 documents

Path integral solution handled by Fast Gauss Transform

2009

Abstract The path integral solution method is an effective tool for evaluating the response of non-linear systems under Normal White Noise, in terms of probability density function (PDF). In this paper it has been observed that, using short-time Gaussian approximation, the PDF at a given time instant is the Gauss Transform of the PDF at an earlier close time instant. Taking full advantage of the so-called Fast Gauss Transform a new integration method is proposed. In order to overcome some unsatisfactory trends of the classical Fast Gauss Transform, a new version termed as Symmetric Fast Gauss Transform is also proposed. Moreover, extensions to the two Fast Gauss Transform to MDOF systems ar…

Mechanical EngineeringMathematical analysisMathematicsofComputing_NUMERICALANALYSISAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsProbability density functionWhite noiseCondensed Matter Physicssymbols.namesakeNuclear Energy and EngineeringKronecker deltaComputingMethodologies_SYMBOLICANDALGEBRAICMANIPULATIONPath integral formulationsymbolsTwo-sided Laplace transformApplied mathematicsGauss–Seidel methodSettore ICAR/08 - Scienza Delle CostruzioniPath integral solution Fast Gauss Transform Symmetric Fast Gauss Transform Fokker-Planck equation Ito calculusS transformGaussian processCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
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Bending stress fields in composite laminate beams by a boundary integral formulation

1999

Abstract The elasticity of a composite laminate under bending loads is approached through a boundary integral formulation and solved by the boundary element method. The integral equations governing the behaviour of each layer within the laminate, are deduced using the reciprocity theorem. Exact analytical singular solutions of the generalized orthotropic elasticity, i.e. the fundamental solutions of the problem, are employed as the kernels of the integral equation. The formulation does not make any assumption as to the nature of the elastic response and it allows consideration of general section geometries and stacking sequences. The solution is obtained through the enforcement of the inter…

Mechanical EngineeringMathematical analysisMixed boundary conditionSingular boundary methodOrthotropic materialIntegral equationComputer Science ApplicationsModeling and SimulationMethod of fundamental solutionsGeneral Materials ScienceBoundary value problemElasticity (economics)Boundary element methodCivil and Structural EngineeringMathematicsComputers & Structures
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Lower bounds for eigenvalues of a quadratic form relative to a positive quadratic form

1968

Abstract : A method is presented for the calculation of lower bounds to eigenvalues of operators that arise from variational problems for one quadratic form relative to a positive definite quadratic form. Eigenvalue problems of this kind occur, for example, in the theory of buckling of continuous linear elastic systems. The technique used is a modification of one introduced earlier, (1) sections II and IVB, for the determination of lower bounds to eigenvalues of semi-bounded self-adjoint operators. Other methods for the latter problem can be carried over without essential changes. The particular difficulty in the case we consider is that some operators which enter the calculation for the lo…

Mechanical EngineeringMathematical analysisPositive-definite matrixIsotropic quadratic formUpper and lower boundsDefinite quadratic formMathematics (miscellaneous)Quadratic formApplied mathematicsBoundary value problemCalculus of variationsAnalysisEigenvalues and eigenvectorsMathematicsArchive for Rational Mechanics and Analysis
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Path Integral Method for Nonlinear Systems Under Levy White Noise

2017

In this paper, the probabilistic response of nonlinear systems driven by alpha-stable Lévy white noises is considered. The path integral solution is adopted for determining the evolution of the probability density function of nonlinear oscillators. Specifically, based on the properties of alpha-stable random variables and processes, the path integral solution is extended to deal with Lévy white noises input with any value of the stability index alpha. It is shown that at the limit when the time increments tend to zero, the Einstein–Smoluchowsky equation, governing the evolution of the response probability density function, is fully restored. Application to linear and nonlinear systems under…

Mechanical EngineeringMathematical analysisShot noise020101 civil engineering02 engineering and technologyWhite noiseLevy white noiseStability (probability)Stochastic Response0201 civil engineeringPath Integral SolutionNonlinear systemsymbols.namesake020303 mechanical engineering & transportsAdditive white Gaussian noise0203 mechanical engineeringGaussian noisePath integral formulationsymbolsSafety Risk Reliability and QualitySafety ResearchMathematics
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A thermodynamic approach to nonlocal plasticity and related variational principles

1999

Elastic-plastic rate-independent materials with isotropic hardening/softening of nonlocal nature are considered in the context of small displacements and strains. A suitable thermodynamic framework is envisaged as a basis of a nonlocal associative plasticity theory in which the plastic yielding laws comply with a (nonlocal) maximum intrinsic dissipation theorem. Additionally, the rate response problem for a (continuous) set of (macroscopic) material particles, subjected to a given total strain rate field, is discussed and shown to be characterized by a minimum principle in terms of plastic coefficient. This coefficient and the relevant continuum tangent stiffness matrix are shown to admit, …

Mechanical EngineeringMathematical analysisThermodynamic consistent frameworkStiffnessNonlocal Maximum dissipation theoremNonlocal PlasticityDissipationPlasticityCondensed Matter PhysicsClassical mechanicsDiffusion processMechanics of MaterialsVariational principlemedicineTangent stiffness matrixUniquenessBoundary value problemmedicine.symptomSettore ICAR/08 - Scienza Delle CostruzioniNonlocal associative plasticityMathematics
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Direct evaluation of jumps for nonlinear systems under external and multiplicative impulses

2015

In this paper the problem of the response evaluation of nonlinear systems under multiplicative impulsive input is treated. Such systems exhibit a jump at each impulse occurrence, whose value cannot be predicted through the classical differential calculus. In this context here the correct jump evaluation of nonlinear systems is obtained in closed form for two general classes of nonlinear multiplicative functions. Analysis has been performed to show the different typical behaviors of the response, which in some cases could diverge or converge to zero instantaneously, depending on the amplitude of the Dirac's delta.

Mechanical EngineeringMultiplicative functionMathematical analysisAerospace Engineering020101 civil engineeringDifferential calculus02 engineering and technologyImpulse (physics)0201 civil engineeringNonlinear system020303 mechanical engineering & transportsAmplitude0203 mechanical engineeringMechanics of MaterialsControl theoryAutomotive EngineeringNonlinear systemJumpGeneral Materials ScienceDirac's deltaDirect evaluationSettore ICAR/08 - Scienza Delle Costruzionimultiplicative impulsive inputMathematicsJournal of Vibration and Control
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Direct stiffness matrices of BEs in the Galerkin BEM formulation

2001

Abstract In the analysis of an elastic two-dimensional solid body by means of the Symmetric Galerkin Boundary Element Method (SGBEM), difficulties arise in the computation of some terms of the solving system coefficients. In fact these coefficients are expressed as double integrals with singularities of order 1/ r 2 , r being the distance between the field and source points. In order to compute these coefficients a strategy based on Schwartz's distribution theory is employed. In this paper the direct stiffness matrix related to the generic node of the free boundary are computed in closed form.

Mechanical EngineeringNumerical analysisMultiple integralMathematical analysisGeneral Physics and AstronomyStiffnessExact solutions in general relativitySingularityMechanics of MaterialsmedicineGeneral Materials Sciencemedicine.symptomGalerkin methodBoundary element methodMathematicsStiffness matrixEuropean Journal of Mechanics - A/Solids
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Higher order statistics of the response of linear systems excited by polynomials of filtered Poisson pulses

1999

The higher order statistics of the response of linear systems excited by polynomials of filtered Poisson pulses are evaluated by means of knowledge of the first order statistics and without any further integration. This is made possible by a coordinate transformation which replaces the original system by a quasi-linear one with parametric Poisson delta-correlated input; and, for these systems, a simple relationship between first order and higher order statistics is found in which the transition matrix of the dynamical new system, incremented by the correction terms necessary to apply the Ito calculus, appears.

Mechanical EngineeringOrder statisticCoordinate systemMathematical analysisLinear systemStochastic matrixAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsHigher-order statisticsCondensed Matter PhysicsPoisson distributionCombinatoricssymbols.namesakeNuclear Energy and EngineeringsymbolsRandom vibrationCivil and Structural EngineeringParametric statisticsMathematics
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Strain-gradient elastic-plastic material models and assessment of the higher order boundary conditions

2007

Abstract A gradient elastic material model exhibiting gradient kinematic and isotropic hardening is addressed within a thermodynamic framework suitable to cope with nonlocal-type continua. The Clausius–Duhem inequality is used, in conjunction with the concepts of energy residual, insulation condition and locality recovery condition, to derive all the pertinent restrictions upon the constitutive equations, including the PDEs and the related higher order (HO) boundary conditions that govern the gradient material behaviour. Through a suitable limiting procedure, the HO boundary conditions are shown to interpret the action, upon the body's boundary surface, of idealized extra HO constraints cap…

Mechanical EngineeringTraction (engineering)Mathematical analysisConstitutive equationGeneral Physics and AstronomyBoundary (topology)Mixed boundary conditionClausius–Duhem inequalityBoundary conditions in CFDMechanics of MaterialsGeneral Materials ScienceCalculus of variationsBoundary value problemMathematicsEuropean Journal of Mechanics - A/Solids
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A four-node MITC finite element for magneto-electro-elastic multilayered plates

2013

An isoparametric four-node finite element for multilayered magneto-electro-elastic plates analysis is presented. It is based on an equivalent single-layer model, which assumes the first order shear deformation theory and quasi-static behavior for the electric and magnetic fields. First, the electro-magnetic state of the plate is determined in terms of the mechanical primary variables, namely the generalized displacements, by solving the strong form of the magneto-electric governing equations coupled with the electro-magnetic interface continuity conditions and the external boundary conditions. In turn, this result is used into the layers constitutive law to infer the equivalent single-layer…

Mechanical equilibriumConstitutive equationGeometrylaw.inventionlawmedicineConstitutive relationshipFirst-order shear deformation theoryGeneral Materials ScienceBoundary value problemSettore ING-IND/04 - Costruzioni E Strutture AerospazialiElectric and magnetic fieldCivil and Structural EngineeringMathematicsExtended finite element methodMulti-layered plates Interface stateExternal boundary conditionMagneto-electro-elastic plateMechanical EngineeringMitc finite elementMathematical analysisStiffnessMixed finite element methodFinite element methodComputer Science ApplicationsVibrationStresses Finite element methodModeling and SimulationMagneto-electro-elasticmedicine.symptomComputers & Structures
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