Search results for " scienza"

showing 10 items of 1301 documents

Transitive Reasoning with Imprecise Probabilities

2015

We study probabilistically informative (weak) versions of transitivity by using suitable definitions of defaults and negated defaults in the setting of coherence and imprecise probabilities. We represent \(\text{ p-consistent }\) sequences of defaults and/or negated defaults by g-coherent imprecise probability assessments on the respective sequences of conditional events. Finally, we present the coherent probability propagation rules for Weak Transitivity and the validity of selected inference patterns by proving p-entailment of the associated knowledge bases.

Discrete mathematicsTransitive relationSettore MAT/06 - Probabilita' E Statistica MatematicaSettore INF/01 - Informaticabusiness.industryProbabilistic logicSyllogismInferenceCoherence (philosophical gambling strategy)Settore M-FIL/02 - Logica E Filosofia Della ScienzaComputer Science::Artificial IntelligenceImprecise probabilityCoherence default imprecise probability knowledge base p-consistency p-entailment reasoning syllogism weak transitivityProbability propagationKnowledge basebusinessMathematics
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Discrete variables structural design of frames safe against buckling

2014

Discrete variables structural design bucklingSettore ICAR/08 - Scienza Delle Costruzioni
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Advanced Ultrasonic Structural Monitoring of Waveguides

2008

Ultrasonic Guided Waves (UGWs) are a useful tool in those structural health monitoring applications that can benefit from built-in transduction, moderately large inspection ranges and high sensitivity to small flaws. This paper describes two methods, based on linear and nonlinear acoustics for structural damage detection based on UGWs. The linear method combine the advantages of UGW inspection with the outcomes of the Discrete Wavelet Transform (DWT) that is used for extracting defect-sensitive features that can be combined to perform a multivariate diagnosis of damage. In particular, the DWT is exploited to generate a set of relevant wavelet coefficients to construct a uni-dimensional or m…

Discrete wavelet transformDiscrete Wavelet Transform Feature Extraction Nonlinear Acoustics Ultrasonic Guided WaveMaterials scienceAcousticsSpectral densityNonlinear acousticsWaveletHarmonicsHarmonicElectronic engineeringUltrasonic sensorStructural health monitoringSettore ICAR/08 - Scienza Delle Costruzioni
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An unsupervised Learning Algorithm for Fatigue Crack Detection in Waveguides

2009

Ultrasonic guided waves (UGWs) are a useful tool in structural health monitoring (SHM) applications that can benefit from built-in transduction, moderately large inspection ranges, and high sensitivity to small flaws. This paper describes an SHM method based on UGWs and outlier analysis devoted to the detection and quantification of fatigue cracks in structural waveguides. The method combines the advantages of UGWs with the outcomes of the discrete wavelet transform (DWT) to extract defect-sensitive features aimed at performing a multivariate diagnosis of damage. In particular, the DWT is exploited to generate a set of relevant wavelet coefficients to construct a uni-dimensional or multi-di…

Discrete wavelet transformEngineeringGuided wave testingultrasonic guided wave damage index steel control ndt crackbusiness.industryAcousticsCondensed Matter PhysicsNovelty detectionAtomic and Molecular Physics and OpticsWaveletMechanics of MaterialsNondestructive testingSignal ProcessingOutlierForensic engineeringGeneral Materials ScienceUltrasonic sensorStructural health monitoringElectrical and Electronic EngineeringbusinessSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural Engineering
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Outlier analysis and principal component analysis to detect fatigue cracks in waveguides

2009

Ultrasonic Guided Waves (UGWs) are a useful tool in structural health monitoring (SHM) applications that can benefit from built-in transduction, moderately large inspection ranges and high sensitivity to small flaws. This paper describes a SHM method based on UGWs, discrete wavelet transform (DWT), outlier analysis and principal component analysis (PCA) able to detect and quantify the onset and propagation of fatigue cracks in structural waveguides. The method combines the advantages of guided wave signals processed through the DWT with the outcomes of selecting defectsensitive features to perform a multivariate diagnosis of damage. The framework presented in this paper is applied to the de…

Discrete wavelet transformMultivariate statisticsMultivariate analysisGuided wave testingComputer scienceAcousticsUltrasonic testingWavelet transformOutlier analysisprincipal component analysis fatigue cracks waveguidesPrincipal component analysisOutlierUltrasonic sensorStructural health monitoringSettore ICAR/08 - Scienza Delle Costruzioni
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Digital signal processing for rail monitoring by means of ultrasonic guided waves

2007

Recent train accidents have reaffirmed the need for developing rail defect detection systems that are more effective than those used today. One of the recent developments in rail inspection is the use of ultrasonic guided waves (UGWs) and non-contact probing techniques to target transverse-type defects. Besides the obvious advantages of non-contact probing, that include robustness and a potential for large inspection speed, such a system can theoretically detect transverse defects under horizontal shelling or head checks. This paper demonstrates the effectiveness of digital signal processing to enhance the damage detection sensitivity of the non-contact system. The method proposed here comb…

Discrete wavelet transformSignal processingEngineeringGuided wave testingbusiness.industryMechanical EngineeringMetals and AlloysWaveletRail inspection Discrete Wavelet Transform Damage Index Laser Ultrasonics Air-coupled Ultrasonic Sensors.Mechanics of MaterialsRobustness (computer science)Rail inspectionMaterials ChemistryElectronic engineeringUltrasonic sensorSettore ICAR/08 - Scienza Delle CostruzionibusinessTelecommunicationsDigital signal processingInsight - Non-Destructive Testing and Condition Monitoring
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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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Line element-less method (LEM) for beam torsion solution (truly no-mesh method)

2008

In this paper a new numerical method for finding approximate solutions of the torsion problem is proposed. The method takes full advantage of the theory of analytic complex function. A new potential function directly in terms of shear stresses is proposed and expanded in the double-ended Laurent series involving harmonic polynomials. A novel element-free weak form procedure, labelled Line Element-Less Method (LEM), has been developed imposing that the square of the net flux across the border is minimum with respect to coefficients expansion. Numerical implementation of the LEM results in systems of linear algebraic equations involving symmetric and positive-definite matrices without resorti…

DiscretizationMechanical EngineeringLaurent seriesLaurent polynomialNumerical analysisComputational MechanicsTorsion (mechanics)GeometryAlgebraic equationLinear algebraApplied mathematicsSettore ICAR/08 - Scienza Delle CostruzioniTorsion Analytic functions Harmonic polynomials shear stress.Analytic functionMathematicsActa Mechanica
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Smart Beam Element Approach for LRPH Device

2020

LRPH (Limited Resistance Rigid Perfectly Plastic Hinge) device is a special steel device mainly usable to join beam elements of plane or spatial steel frames covered by patent n. 102017000088597 at the Italian Ministry of Economic Development and identified in the International Patent System with the number PCT/IB2018/055766. In the framework of moment (rigid) connection, the main fundamental innovation of LRPH consists in the mutual independence of its own resistance and stiffness features. The device is constituted by a sequence of three steel elements of limited length bounded by two parallel steel plates joined up with the connected structure elements. The cross-sections of the three st…

Distributed plasticity LRPH Smart displacementDistributed plasticitybusiness.industryComputer scienceStiffnessStructural engineeringVariable displacementDisplacement (vector)Finite element methodCross section (physics)LRPHSmart displacementPlastic hingePiecewisemedicinemedicine.symptomSettore ICAR/08 - Scienza Delle CostruzionibusinessBeam (structure)
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