Search results for "cienza"

showing 10 items of 1535 documents

Variational Aspects of the Physically-Based Approach to 3D Non-Local Continuum Mechanics

2010

This paper deals with the generalization to three-dimensional elasticity of the physically-based approach to non-local mechanics, recently proposed by the authors in one-dimensional case. The proposed model assumes that the equilibrium of a volume element is attained by contact forces between adjacent elements and by long-range central forces exerted by non-adjacent elements. Specifically, the long-range forces are modeled as central body forces depending on the relative displacements between the centroids of the volume elements, measured along the line connecting the centroids. Furthermore, the long-range forces are assumed to be proportional to a proper, material-dependent, distance-decay…

Body forceMaterials scienceLong-Range InteractionContinuum mechanicsMechanical EngineeringElasticity (physics)Condensed Matter PhysicsContact forceClassical mechanicsCentral forceMechanics of MaterialsElastic Potential EnergyBounded functionFractional CalculusGeneral Materials ScienceBoundary value problemVolume elementNon-Local ElasticitySettore ICAR/08 - Scienza Delle CostruzioniMaterials Science Forum
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Physically-Based Approach to the Mechanics of Strong Non-Local Linear Elasticity Theory

2009

In this paper the physically-based approach to non-local elasticity theory is introduced. It is formulated by reverting the continuum to an ensemble of interacting volume elements. Interactions between adjacent elements are classical contact forces while long-range interactions between non-adjacent elements are modelled as distance-decaying central body forces. The latter are proportional to the relative displacements rather than to the strain field as in the Eringen model and subsequent developments. At the limit the displacement field is found to be governed by an integro-differential equation, solved by a simple discretization procedure suggested by the underlying mechanical model itself…

Body forceNon-local elasticityDiscretizationField (physics)Mechanical EngineeringLinear elasticityConstitutive equationMathematical analysisCentral volume forceEquivalent mechanical modelThermodynamic consistencyContact forceLong-range interactionMechanics of MaterialsDisplacement fieldGeneral Materials ScienceBoundary value problemSettore ICAR/08 - Scienza Delle CostruzioniMathematicsJournal of Elasticity
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A generalized model of elastic foundation based on long-range interactions: Integral and fractional model

2009

The common models of elastic foundations are provided by supposing that they are composed by elastic columns with some interactions between them, such as contact forces that yield a differential equation involving gradients of the displacement field. In this paper, a new model of elastic foundation is proposed introducing into the constitutive equation of the foundation body forces depending on the relative vertical displacements and on a distance-decaying function ruling the amount of interactions. Different choices of the distance-decaying function correspond to different kind of interactions and foundation behavior. The use of an exponential distance-decaying function yields an integro-d…

Body forceNon-local elasticityElastic foundationsDifferential equationConstitutive equationFractional calculuElastic foundationMaterials Science(all)Long-range forcesLong-range forceModelling and SimulationGeneral Materials ScienceMathematicsApplied MathematicsMechanical EngineeringMathematical analysisFractional calculusFunction (mathematics)Condensed Matter PhysicsIntegral equationFractional calculusExponential functionMejier-G functionsGradient modelsMechanics of MaterialsModeling and SimulationDisplacement fieldGradient modelSettore ICAR/08 - Scienza Delle Costruzioni
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Long-range interactions in 1D heterogeneous solids with uncertainty

2013

Abstract In this paper, the authors aim to analyze the response of a one-dimensional non-local elastic solid with uncertain Young's modulus. The non-local effects are represented as long-range central body forces between non-adjacent volume elements. Following a non-probabilistic approach, the fluctuating elastic modulus of the material is modeled as an interval field. The analysis is conducted resorting to a novel formulation that confines the overestimation effect involved in interval models. Approximate closed-form expressions are derived for the bounds of the interval displacement field.

Body forceNon-local elasticityField (physics)non-local elasticity; long-range interactions; interval field; upper bound and lower bound.Mathematical analysisModulusGeneral MedicineInterval (mathematics)Upper and lower boundsLong-range interactionLong-range interactionsInterval field; Long-range interactions; Non-local elasticity; Upper bound and lower boundDisplacement fieldRange (statistics)Interval fieldUpper bound and lower boundSettore ICAR/08 - Scienza Delle CostruzioniElastic modulusMathematics
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The mechanically-based approach to 3D non-local linear elasticity theory: Long-range central interactions

2010

Abstract This paper presents the generalization to a three-dimensional (3D) case of a mechanically-based approach to non-local elasticity theory, recently proposed by the authors in a one-dimensional (1D) case. The proposed model assumes that the equilibrium of a volume element is attained by contact forces between adjacent elements and by long-range forces exerted by non-adjacent elements. Specifically, the long-range forces are modelled as central body forces depending on the relative displacement between the centroids of the volume elements, measured along the line connecting the centroids. Further, the long-range forces are assumed to be proportional to a proper, material-dependent, dis…

Body forceNon-local elasticityWAVESPROPAGATIONContact forceLattice modelsCentral forcesCentral forceVARIATIONAL-PRINCIPLESMaterials Science(all)Modelling and SimulationVariational formulationsGeneral Materials ScienceVirtual workPLASTICITYSTRAIN-GRADIENT ELASTICITYMathematicsPlane stressDISCRETECONTINUAMechanical EngineeringApplied MathematicsLinear elasticityElastic energySTRAIN-GRADIENT ELASTICITY; VARIATIONAL-PRINCIPLES; CRACK SUBJECT; PROPAGATION; PLASTICITY; DISCRETE; CONTINUA; DEFECTS; LATTICE; WAVESMechanicsDEFECTSCondensed Matter PhysicsLATTICELong-range interactionsClassical mechanicsContact mechanicsStatic–kinematic dualityMechanics of MaterialsModeling and SimulationSettore ICAR/08 - Scienza Delle CostruzioniCRACK SUBJECTInternational Journal of Solids and Structures
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Mechanically-based approach to non-local elasticity: Variational principles

2010

Abstract The mechanically-based approach to non-local elastic continuum, will be captured through variational calculus, based on the assumptions that non-adjacent elements of the solid may exchange central body forces, monotonically decreasing with their interdistance, depending on the relative displacement, and on the volume products. Such a mechanical model is investigated introducing primarily the dual state variables by means of the virtual work principle. The constitutive relations between dual variables are introduced defining a proper, convex, potential energy. It is proved that the solution of the elastic problem corresponds to a global minimum of the potential energy functional. Mo…

Body forceState variableNon-local elasticityNon-local state variablesConstitutive equationEuler–Lagrange equationLong-range interactionNon-local state variableMaterials Science(all)Modelling and SimulationGeneral Materials ScienceVirtual workBoundary value problemMathematicsVariational theoremsMechanical EngineeringApplied MathematicsMathematical analysisCondensed Matter PhysicsPotential energyLong-range interactionsClassical mechanicsMechanics of MaterialsModeling and SimulationNon-local elastic potential energyCalculus of variationsSettore ICAR/08 - Scienza Delle CostruzioniInternational Journal of Solids and Structures
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One-dimensional heterogeneous solids with uncertain elastic modulus in presence of long-range interactions: Interval versus stochastic analysis

2013

The analysis of one-dimensional non-local elastic solids with uncertain Young's modulus is addressed. Non-local effects are represented as long-range central body forces between non-adjacent volume elements. For comparison purpose, the fluctuating elastic modulus of the material is modeled following both a probabilistic and a non-probabilistic approach. To this aim, a novel definition of the interval field concept, able to limit the overestimation affecting ordinary interval analysis, is introduced. Approximate closed-form expressions are derived for the bounds of the interval displacement field as well as for the mean-value and variance of the stochastic response.

Body forcedecompositionRandom fieldNon-local elasticityStochastic processMechanical EngineeringMathematical analysisKarhunen-Loeve decompositionModulusInterval (mathematics)Karhunen–LoèveComputer Science ApplicationsInterval arithmeticResponse statisticsNon-local elasticity; Interval field; Random field; Karhunen–Loève; decomposition; Upper bound and lower bound; Response statisticsModeling and SimulationDisplacement fieldRandom fieldGeneral Materials ScienceInterval fieldUpper bound and lower boundSettore ICAR/08 - Scienza Delle CostruzioniElastic modulusCivil and Structural EngineeringMathematics
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Jorge Luis Borges: L’origine prima di arte e scienza

2006

Borges epistemologia arte scienzaSettore L-LIN/06 - Lingua E Letterature Ispano-Americane
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TRADITION AND MODERNITY OF CATALAN VAULTS: HISTORICAL AND STRUCTURAL ANALYSIS

2012

Il lavoro analizza da diversi punti di vista un particolare tipo di strutture voltate noto come volte catalane (bóveda tabicada) e la tecnica costruttiva correlata. Le volte catalane sono volte realizzate da strati alterni di mattoni e malta, caratterizzate da un esiguo spessore in relazione alle altre dimensioni. Il primo passo presentato nel lavoro è quello di investigare tutti gli aspetti storici al fine di inquadrare sia la tipologia che la tecnica costruttiva correlata all'interno della storia dell'architettura e di individuare le ragioni di un così grande successo lungo i secoli. Successivamente, è stata effettuata una campagna di indagini sperimentali, che completa una precedente, su…

Bóvedas tabicadas historical research experimental analysis constitutive model numerical analysis.Settore ICAR/08 - Scienza Delle CostruzioniVolte Catalane Ricerca storica Analisi sperimentale Modello Costituivo Analisi numerica.
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Alcune osservazioni sugli Enti (pubblici) di ricerca: il loro ruolo e brevi cronache di una devastazione annunciata.

2011

Verranno presentate alcune considerazioni sul ruolo che gli Enti di ricerca dovrebbero (e potrebbero) svolgere nel complesso sistema dell’alta formazione e di quello che ad essa è connesso (dallo sviluppo produttivo al vivere civile). La motivazione di fondo, poi, delle considerazioni che seguono è che la ricerca scientifica può svolgere un ruolo cruciale in tutti questi aspetti in quanto essa è connessa in modo essenziale all’uso di un metodo critico che fa discendere le conclusioni cui essa arriva dalle argomentazioni addotte e non dall’autorità di qualcuno.

CNR ricerca scientifica ricerca e innovazione modello produttivoSettore M-STO/05 - Storia Della Scienza E Delle Tecniche
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