Search results for " scienza delle costruzioni"

showing 10 items of 496 documents

Approximate survival probability determination of hysteretic systems with fractional derivative elements

2018

Abstract A Galerkin scheme-based approach is developed for determining the survival probability and first-passage probability of a randomly excited hysteretic systems endowed with fractional derivative elements. Specifically, by employing a combination of statistical linearization and of stochastic averaging, the amplitude of the system response is modeled as one-dimensional Markovian Process. In this manner the corresponding backward Kolmogorov equation which governs the evolution of the survival probability of the system is determined. An approximate solution of this equation is sought by employing a Galerkin scheme in which a convenient set of confluent hypergeometric functions is used a…

Mathematical optimizationMonte Carlo methodAerospace EngineeringBilinear interpolationMarkov processOcean Engineering02 engineering and technology01 natural sciencesHysteretic systemsymbols.namesake0203 mechanical engineering0103 physical sciencesApplied mathematicsHypergeometric functionGalerkin method010301 acousticsCivil and Structural EngineeringMathematicsGalerkin approachMechanical EngineeringStatistical and Nonlinear PhysicsFractional derivativeCondensed Matter PhysicsOrthogonal basisFractional calculus020303 mechanical engineering & transportsAmplitudeNuclear Energy and EngineeringsymbolsSurvival probabilitySettore ICAR/08 - Scienza Delle Costruzioni
researchProduct

Efficient solution of the first passage problem by Path Integration for normal and Poissonian white noise

2015

Abstract In this paper the first passage problem is examined for linear and nonlinear systems driven by Poissonian and normal white noise input. The problem is handled step-by-step accounting for the Markov properties of the response process and then by Chapman–Kolmogorov equation. The final formulation consists just of a sequence of matrix–vector multiplications giving the reliability density function at any time instant. Comparison with Monte Carlo simulation reveals the excellent accuracy of the proposed method.

Mathematical optimizationSequenceMarkov chainPoisson proceMechanical EngineeringReliability (computer networking)Monte Carlo methodAerospace EngineeringOcean EngineeringStatistical and Nonlinear PhysicsProbability density functionWhite noiseWhite noiseCondensed Matter PhysicsPath IntegrationNonlinear systemNuclear Energy and EngineeringStructural reliabilityApplied mathematicsFirst passage problemRandom vibrationSettore ICAR/08 - Scienza Delle CostruzioniRandom vibrationCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
researchProduct

A Non-Local Two Dimensional Foundation Model

2012

Classical foundation models such as the Pasternak and the Reissner models have been recently reformulated within the framework of non-local mechanics, by using the gradient theory of elasticity. To contribute to the research effort in this field, this paper presents a two-dimensional foundation model built by using a mechanically based non-local elasticity theory, recently proposed by the authors. The foundation is thought of as an ensemble of soil column elements resting on an elastic base. It is assumed that each column element is acted upon by a local Winkler-like reaction force exerted by the elastic base, by contact shear forces and volume forces due, respectively, to adjacent and non-…

Mechanical EngineeringAttenuationLinear elasticityShear forceNon-local mechanicFinite difference methodSubgrade modelsMechanicsElasticity (physics)Foundation modelFractional calculuNon localFractional calculusReactionNon-local foundation Long-Range Interactions Fractional CalculusLinear elasticitySettore ICAR/08 - Scienza Delle CostruzioniMathematics
researchProduct

Non-linear Systems Under Poisson White Noise Handled by Path Integral Solution

2008

An extension of the path integral to non-linear systems driven by a Poissonian white noise process is presented. It is shown that at the limit when the time increment becomes infinitesimal the Kolmogorov— Feller equation is fully restored. Applications to linear and non-linear systems with different distribution of the Dirac's deltas occurrences are performed and results are compared with analytical solutions (when available) and Monte Carlo simulation.

Mechanical EngineeringInfinitesimalMathematical analysisMonte Carlo methodAerospace EngineeringWhite noisePoisson distributionPoisson White Noise Kolmogorov-Feller equation Path integral solution.Nonlinear systemsymbols.namesakeDistribution (mathematics)Mechanics of MaterialsAutomotive EngineeringPath integral formulationsymbolsGeneral Materials ScienceLimit (mathematics)Settore ICAR/08 - Scienza Delle CostruzioniMathematicsJournal of Vibration and Control
researchProduct

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
researchProduct

CVBEM solution for De Saint-Venant orthotropic beams under coupled bending and torsion

2014

The aim of this paper is to provide a solution for the coupled flexure–torsion De Saint Venant problem for orthotropic beams taking full advantage of the complex variable boundary element method (CVBEM) properly extended using a complex potential function whose real and imaginary parts are related to the shear stress components, the orthotropic ratio and the Poisson coefficients. The proposed method returns the complete stress field and the unitary twist rotation of the cross section at once by performing only line integrals. Numerical applications have been reported to show the validity and the efficiency of the proposed modified CVBEM to handle shear stress problems in the presence of ort…

Mechanical EngineeringMathematical analysisComputational MechanicsLine integralCVBEMTorsion (mechanics)GeometryPhysics::Classical PhysicsOrthotropic materialComputer Science::Numerical AnalysisStress fieldSolid mechanicsShear stressorthotropic beamsTwistSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodMathematicsActa Mechanica
researchProduct

Complex Potential Function in Elasticity Theory: shear and torsion solution through line integrals

2012

Aim of this paper is to introduce a basis formulation framed into complex analysis valid to solve shear and torsion problems. Solution, in terms of a complex function related to the complete tangential stress field, may be evaluated performing line integrals only. This basis formulation framed into elasticity problems may be a useful support for a boundary method to verify the accuracy of an approximation of function solution. The numerical applications stress the latter point and show the validity of these formulas since exact solutions may be reached for sections where the exact solution is known.

Mechanical EngineeringMathematical analysisComputational MechanicsLine integralTorsion (mechanics)Elasticity (physics)Tangential stressExact solutions in general relativityShear (geology)Solid mechanicsComplex potential functionshear fieldline integralsSettore ICAR/08 - Scienza Delle CostruzioniMathematics
researchProduct

Some observations on the regularizing field for gradient damage models

2000

Gradient enhanced material models can potentially preserve well-posedness of incremental boundary value problems also after the onset of strain softening. Gradient dependent constitutive relations are rooted in the assumption that some scalar or tensor field, which appears in the yield function, has to be enriched by adding a term involving its second-order gradient field. For gradient-dependent plasticity this term is universally accepted to be the equivalent plastic strain. For gradient-dependent damage models different choices have been presented in the literature. They all possess the desired regularization of the solution, but they are not identical as regards the structural response. …

Mechanical EngineeringMathematical analysisConstitutive equationComputational MechanicsDamage strain localizationPlasticityTensor fieldRegularization (physics)Solid mechanicsGradient Damage MechanicsVector fieldBoundary value problemSettore ICAR/08 - Scienza Delle CostruzioniGradient methodRegularized softeningMathematics
researchProduct

Solution strategies for 1D elastic continuum with long-range interactions: Smooth and fractional decay

2010

Abstract An elastic continuum model with long-range forces is addressed in this study within the context of approximate analytical methods. Such a model stems from a mechanically-based approach to non-local theory where long-range central forces are introduced between non-adjacent volume elements. Specifically, long-range forces depend on the relative displacement, on the volume product between interacting elements and they are proportional to a proper, material-dependent, distance-decaying function. Smooth-decay functions lead to integro-differential governing equations whereas hypersingular, fractional-decay functions lead to a fractional differential governing equation of Marchaud type. …

Mechanical EngineeringMathematical analysisMODELSFinite differenceContext (language use)Finite difference coefficientFunction (mathematics)GRADIENT ELASTICITYCondensed Matter PhysicsBARFractional calculusRange (mathematics)NONLOCAL ELASTICITY; GRADIENT ELASTICITY; MODELS; BARNONLOCAL ELASTICITYCentral forceMechanics of MaterialsGeneral Materials ScienceGalerkin methodSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringMathematics
researchProduct

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
researchProduct