Search results for "Finite Element"

showing 10 items of 892 documents

Novel nanocrystalline cores for EMI suppression in cables: characterization methodology and performance study

2021

El control de las interferencias electromagnéticas (EMI) en dispositivos electrónicos es un problema cada vez mayor al que se enfrentan los diseñadores para garantizar que los dispositivos cumplan con los requisitos de compatibilidad electromagnética (EMC) para operar simultáneamente sin inferir entre sí. Este hecho se debe a la tendencia hacia una mayor integración de componentes, la reducción del tamaño y grosor de las placas de circuito impreso (PCB) y la miniaturización de las carcasas de los dispositivos. Además, otros factores como el empleo de frecuencias de conmutación más altas en los convertidores de potencia y las velocidades de datos de comunicación en los circuitos digitales. C…

cable filtering:CIENCIAS TECNOLÓGICAS [UNESCO]ceramic materialsinsertion lossimpedancerelative permeabilitynanocrystallinefinite element method simulationUNESCO::CIENCIAS TECNOLÓGICASelectromagnetic compatibilityelectromagnetic interference suppressors
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Influence of M23C6 carbides on the heterogeneous strain development in annealed 420 stainless steel

2020

Understanding the local strain enhancement and lattice distortion resulting from different microstructure features in metal alloys is crucial in many engineering processes. The development of heterogeneous strain not only plays an important role in the work hardening of the material but also in other processes such as recrystallization and damage inheritance and fracture. Isolating the contribution of precipitates to the development of heterogeneous strain can be challenging due to the presence of grain boundaries or other microstructure features that might cause ambiguous interpretation. In this work a statistical analysis of local strains measured by electron back scatter diffraction and …

carbidesMaterials scienceTechnology and EngineeringPolymers and PlasticsDISLOCATION DENSITY DISTRIBUTIONSPLASTIC-DEFORMATIONrepresentative volume element02 engineering and technologyWork hardeningPlasticityDIFFRACTION01 natural sciencesMC carbidesplastic strain gradientFerrite (iron)0103 physical sciencesSTRENGTHElectronicOptical and Magnetic MaterialsComposite material010302 applied physicsMetals and AlloysM23C6 carbidesRecrystallization (metallurgy)MECHANICAL-PROPERTIESfinite element crystal plasticity021001 nanoscience & nanotechnologyMicrostructureStainless SteelElectronic Optical and Magnetic MaterialsSIZEHardening (metallurgy)Ceramics and CompositesGrain boundarySINGLE-CRYSTALSCRYSTAL PLASTICITYDeformation (engineering)0210 nano-technologyCRPRECIPITATION BEHAVIOR
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Modeling the non-linear deformation of a short-flax-fiber-reinforced polymer composite by orientation averaging

2013

Abstract The growing usage of short-flax-fiber-reinforced polymer composites in such applications as automotive industry necessitates the prediction of their mechanical response up to and beyond the limit of elasticity. Due to the imperfect, mechanical interlocking-dominated adhesion of natural fibers to most polymers, both fiber debonding and matrix yielding contribute to the non-linear deformation. In the present study, the deformation under an active loading of a short misaligned fiber composite is modeled by the orientation averaging approach, employing an analytical description of the behavior of a unit cell (UC), the parameters of which are determined using a FEM analysis of UC respon…

chemistry.chemical_classificationMaterials scienceTension (physics)Mechanical EngineeringComposite numberPolymerElasticity (physics)Deformation (meteorology)Industrial and Manufacturing EngineeringFinite element methodNonlinear systemchemistryMechanics of MaterialsCeramics and CompositesFiberComposite materialComposites Part B: Engineering
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Computational procedures for plastic shakedown design of structures

2004

The minimum volume design problem of elastic perfectly plastic finite element structures subjected to a combination of fixed and perfect cyclic loads is studied. The design problem is formulated in such a way that incremental collapse is certainly prevented. The search for the structural design with the required limit behaviour is effected following two different formulations, both developed on the grounds of a statical approach: the first one operates below the elastic shakedown limit and is able to provide a suboptimal design; the second one operates above the elastic shakedown limit and is able to provide the/an optimal design. The Kuhn–Tucker conditions of the two problems provide usefu…

elastic plastic behaviourOptimal designControl and OptimizationComputer sciencebusiness.industryStructural engineeringshakedown designComputer Graphics and Computer-Aided DesignFinite element methodComputer Science ApplicationsShakedownelastic shakedown limitControl and Systems EngineeringBree diagramLimit (mathematics)Engineering design processbusinessoptimizationSoftwareStructural and Multidisciplinary Optimization
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Bounds on plastic strains for elastic plastic structures in plastic shakedown conditions

2007

The problem related to the computation of bounds on plastic deformations for structures in plastic shakedown condition (alternating plasticity) is studied. In particular, reference is made to structures discretized by finite elements constituted by elastic perfectly plastic material and subjected to a special combination of fixed and cyclic loads. The load history is known during the steady-state phase, but it is unknown during the previous transient phase; so, as a consequence, it is not possible to know the complete elastic plastic structural response. The interest is therefore focused on the computation of bounds on suitable measures of the plastic strain which characterizes just the fir…

elastic plastic structureperturbation methodsMaterials scienceDiscretizationcyclic loadbusiness.industryPlane (geometry)Mechanical EngineeringMathematical analysisBuilding and ConstructionStructural engineeringPlasticityplastic shakedownMeasure (mathematics)Finite element methodShakedownboundMechanics of MaterialsPlastic bendingLevy–Mises equationsbusinessCivil and Structural Engineering
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Non linear analysis of 3D elastoplastic framed structures

2014

elastoplastic frames finite elements lumped hinge modelSettore ICAR/08 - Scienza Delle Costruzioni
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A Composite Phononic Crystal Design for Quasiparticle Lifetime Enhancement in Kinetic Inductance Detectors

2020

A nanoscale phononic crystal filter (reflector) is designed for a kinetic inductance detector where the reflection band is matched to the quasiparticle recombination phonons with the aim to increase quasiparticle lifetime in the superconducting resonator. The inductor is enclosed by a 1-μm-wide phononic crystal membrane section with two simple hole patterns that each contain a partial spectral gap for various high-frequency phonon modes. The phononic crystal is narrow enough for low-frequency thermal phonons to propagate unimpeded. With 3D phonon scattering simulation over a 40 dB attenuation in transmitted power is found for the crystal, which is estimated to give a lifetime enhancement of…

elementtimenetelmäCondensed Matter::Materials ScienceCondensed Matter::Superconductivitylämmön johtuminenphononic crystalkinetic inductance detectorfinite element methodphonon scatteringCondensed Matter::Strongly Correlated ElectronsCondensed Matter::Mesoscopic Systems and Quantum Hall Effectfononit
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Progressi sperimentali e numerici nella valutazione dell'integrita strutturale dei solidi mediante Thermoelastic Stress Analysis

2023

experimental mechanicthermoelastic stress analysicomposite materialsfracture mechanicfinite element analysi
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Normal pressures and frictional tractions on shallow conical hopper walls after concentric filling: Predictions and experiments

2013

Author's version of an article in the journal: Chemical Engineering Science. Also available from the publisher at: http://dx.doi.org/10.1016/j.ces.2012.11.028 A silo with a shallow hopper is designed to achieve the required silo capacity when the headroom available is limited, provided that the issue of segregation of stored particulate solids is not a problem. Several analytical models have been proposed to try to predict the design loads for such shallow silo hoppers to guarantee their structural integrity. In this study, a novel finite element analysis has been conducted to explore the development of pressures and tractions on the wall of a full scale shallow hopper when it is filled wit…

experimental verificationEngineeringVDP::Technology: 500::Building technology: 530business.industryApplied MathematicsGeneral Chemical EngineeringMass flowMechanical engineeringGeneral ChemistryConical surfaceConcentrichopper pressuresFEM simulationGranular materialVDP::Mathematics and natural science: 400::Mathematics: 410Industrial and Manufacturing EngineeringFinite element methodsilo loadsshallow hopperparticulate solidsGeotechnical engineeringbusinessChemical Engineering Science
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Stability of Embankments Resting on Foundation Soils with A Weak Layer

2021

The presence of weak layers in geotechnical systems, including soil or rock masses, both natural and man-made, is more frequent than is normally believed. Weak layers can affect both failure mechanisms, in drained and in undrained conditions, as well as in static and seismic conditions, and the safety factor. In the present study, conducted numerically using the finite-element method (FEM) Plaxis 2D code, the influence of a horizontal thin weak layer on stress and strain distribution, on failure mechanisms and on the overall stability of an embankment was evaluated. The results obtained prove that when the weak layer is located at a significant depth from the foundation plane, the failure m…

failure mechanism0211 other engineering and technologies02 engineering and technology010502 geochemistry & geophysics01 natural sciencesweak layerGeotechnical engineeringshear strength021101 geological & geomatics engineering0105 earth and related environmental sciencesgeographyFEMSafety factorgeography.geographical_feature_categorySettore ICAR/07 - GeotecnicaPlane (geometry)Stress–strain curvelcsh:QE1-996.5Foundation (engineering)stabilityFinite element methodShear (sheet metal)lcsh:GeologyGeneral Earth and Planetary SciencesLeveeShear strength (discontinuity)GeologyGeosciences
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