Search results for "Finite element method"

showing 10 items of 746 documents

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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F4E load transfer procedure among finite element models different in topology or in discretization

2019

Abstract In this paper, a methodology developed in Fusion for Energy (F4E) for interpolating mechanical loads both between compatible (i.e. from solid to solid models different in discretization) and incompatible (e.g. from solid models to shell/beam models) FE models is described. This novel procedure is able of transferring a force vector field (i.e. Lorentz forces) from a three-dimensional solid mesh (e.g. electromagnetic model) onto a target mesh (e.g. mechanical model), being it either three-dimensional solid or simplified beam/shell model. This interpolation procedure is developed with the aim of preserving both the global and local mechanical equilibrium of the system in terms of res…

Mechanical equilibriumDiscretizationComputer scienceMechanical EngineeringMathematical analysisShell (structure)01 natural sciencesFinite element method010305 fluids & plasmaslaw.inventionsymbols.namesakeNuclear Energy and Engineeringlaw0103 physical sciencesMoment (physics)symbolsGeneral Materials Science010306 general physicsLorentz forceBeam (structure)Civil and Structural EngineeringInterpolationFusion Engineering and Design
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A finite element formulation for large deflection of multilayered magneto-electro-elastic plates

2014

An original finite element formulation for the analysis of large deflections in magneto-electro-elastic multilayered plates is presented. The formulation is based on an equivalent single-layer model in which first order shear deformation theory with von Karman strains and quasi-static behavior for the electric and magnetic fields are assumed. To obtain the plate model, the electro-magnetic state is firstly determined and condensed to the mechanical primary variables, namely the generalized displacements. In turn, this result is used to obtain laminate effective stiffness coefficients that allow to express the plate mechanical stress resultants in terms of the generalized displacements and a…

Mechanical equilibriumMaterials sciencebusiness.industryFinite element limit analysisMathematical analysisStructural engineeringMixed finite element methodMagneto-electro-elastic structureFinite element methodMagnetic fieldlaw.inventionlawCeramics and CompositesMITC finite elementsBoundary value problemSettore ING-IND/04 - Costruzioni E Strutture AerospazialibusinessMultilayered plateMagnetoCivil and Structural EngineeringExtended finite element methodComposite Structures
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Optimization of Permanent Magnet Shape for Minimum Cogging Torque Using a Genetic Algorithm

2004

The paper presents an approach to minimization of the cogging torque in permanent magnet (PM) machines using surface-mounted magnets with discrete skew angle. For the purpose of determining the proper arrangement of PM-pole slices, an optimization procedure based on a genetic algorithm is applied. The torque and objective function are determined from a simplified model for torque calculation only partially supported by three-dimensional (3-D) field solution. The results are validated against the 3-D finite-element model as well as experimental data obtained from a prototype machine. A new outer-rotor brushless dc motor motor for an electric fan is considered as a sample model.

Mechanical fanDirect torque controlControl theoryComputer scienceMagnetGenetic algorithmCogging torqueTorqueElectrical and Electronic EngineeringDC motorFinite element methodElectronic Optical and Magnetic MaterialsIEEE Transactions on Magnetics
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A FE-Meshless Multiscale Approach for Masonry Materials

2015

Abstract A FE-Meshless multiscale computational strategy for the analysis of running bond masonry is presented. The Meshless Method (MM) is adopted to solve the boundary value problem (BVP) at the mesoscopic level. The representative unit cell is composed by the aggregate and the surrounding joints, the former assumed to behave elastically while the latter are simulated as non-associated elastic-plastic zero-thickness interfaces with a softening response. Macroscopic localization of plastic bands is obtained performing a spectral analysis of the tangent stiffness matrix. Localized plastic bands are embedded into the quadrature points area of the macroscopic finite elements.

Mesoscopic physicsComputational Homogenization; Interfaces; Localization; Masonry; Meshless; Engineering (all)Aggregate (composite)Materials sciencebusiness.industryMeshlessInterfaces.Mathematical analysisGeneral MedicineStructural engineeringMasonryInterfaceComputational HomogenizationFinite element methodMeshleQuadrature (mathematics)Engineering (all)LocalizationTangent stiffness matrixBoundary value problembusinessSettore ICAR/08 - Scienza Delle CostruzioniMasonrySofteningEngineering(all)Procedia Engineering
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Effect of clenching on biomechanical response of human mandible and temporomandibular joint to traumatic force analyzed by finite element method

2013

Purpose: The purpose of the present study was to analyze the effect of clenching on the biomechanical response of human mandible and temporomandibular joint (TMJ) to traumatic force by the finite element (FE) method. Material and Methods: FE models of the mandible and the TMJ in resting and clenching positions were prepared. Distribution and magnitude of von Mises stress were analyzed by applying force as a point load in the symphyseal, canine, body and angle regions of the mandible. In addition, strain energy density (SED) at the articular disc and in posterior connective tissue of TMJ was analyzed. Results: In the resting position, von Mises stress was mainly concentrated at the condylar …

Models AnatomicMaterials scienceFinite Element AnalysisOdontologíaMandibleCondyleBite ForceStress (mechanics)stomatognathic systemmedicinePressurevon Mises yield criterionHumansGeneral DentistryTemporomandibular JointMandibleStrain energy density functionAnatomy:CIENCIAS MÉDICAS [UNESCO]Ciencias de la saludFinite element methodTemporomandibular jointBiomechanical PhenomenaBite force quotientmedicine.anatomical_structureOtorhinolaryngologyUNESCO::CIENCIAS MÉDICASSurgeryResearch-ArticleOral Surgery
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Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers

2012

The modified compression field theory (MCFT) and the disturbed stress field model (DSFM) are often used to predict the nonlinear behavior of reinforced concrete structures. This study presents several extensions of the MCFT and DSFM to the case of high-strength steel fiber-reinforced concrete beams subjected to transverse loads. Experimental four-point bending tests were conducted on 12 concrete beams with a different percentage of fibers and/or stirrups. To validate the updates introduced in the analytical models, numerical analysis was performed using nonlinear finite element software. Modeling of the post-peak softening branch of the tensile and compressive constitutive curves of fibrous…

Modified Compression Field TheoryMaterials scienceSFRC beamsbusiness.industryNumerical analysiscrackingBuilding and ConstructionFiber-reinforced concreteStructural engineeringshearFinite element methodlaw.inventionStress fieldfiber-reinforced concretenonlinear finite element model analysiSettore ICAR/09 - Tecnica Delle CostruzioniCrackingTransverse planeShear; SFRC beamslawUltimate tensile strengthexoerimental testComposite materialbusinessCivil and Structural Engineering
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Experimental Tests and FEM Model for SFRC Beams under Flexural and Shear Loads

2008

The complete load-vs-displacement curves obtained by four-point-bending tests on Steel Fiber Reinforced Concrete (SFRC) beams are predicted by using a nonlinear finite element code based on the Modified Compression Field Theory (MCFT) and the Disturbed Stress Field Model (DSFM) suitably adapted for SFRC elements. The effect of fibers on the shear-flexure response is taken into account, mainly incorporating tensile stress-strain analytical relationship for SFRC. The numerical results show the effectiveness of the model for prediction of the behavior of the tested specimens reinforced with light amount of stirrups or with fibers only. © 2008 American Institute of Physics.

Modified Compression Field TheoryMaterials scienceSFRC beamsbusiness.industryShearStructural engineeringFiber-reinforced concreteNonlinear finite element analysisFinite element methodlaw.inventionStress fieldfiber-reinforced concretePhysics and Astronomy (all)Settore ICAR/09 - Tecnica Delle Costruzionishear and flexureShear; SFRC beamsFlexural strengthShear (geology)lawExperimental testUltimate tensile strengthComposite materialbusinessFEM analysiAIP Conference Proceedings
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Analisi numerico-sperimentale sull’influenza dell’attrito nella delaminazione in Modo II

2011

Modo II test di fatica Finite Element Method (FEM) elementi coesivi materiali compositi.
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Stress distribution of complete-arch implant-supported prostheses reinforced with silica-nylon mesh

2019

Made available in DSpace on 2020-12-12T01:20:51Z (GMT). No. of bitstreams: 0 Previous issue date: 2019-01-01 Background: This study evaluated the presence of a silica-nylon mesh and two cantilever lengths on the biomechanical behavior of complete-arch implant-supported prostheses. Material and Methods: Twenty-four (24) complete mandibular arch implant-supported prostheses were divided into 4 groups according to the presence of reinforcing mesh (with or without) and the cantilever length (molar-15 mm or premolar-5 mm). The specimens were submitted to strain gauge analysis (30-kgf, 10 s) at different points (molar and premolar). Three-dimensional models were created based on the in vitro spec…

MolarCantileverMaterials sciencemedicine.medical_treatmentProsthesisStress (mechanics)03 medical and health sciences0302 clinical medicinestomatognathic systemmedicinePremolarGeneral DentistryStrain gaugeStress concentrationOrthodonticsResearchDental implantsFinite element analysis030206 dentistry:CIENCIAS MÉDICAS [UNESCO]Finite element methodProsthetic dentistrymedicine.anatomical_structureUNESCO::CIENCIAS MÉDICASBiomechanical response030217 neurology & neurosurgeryJournal of Clinical and Experimental Dentistry
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