Search results for "Finite element method"

showing 10 items of 746 documents

Multi-Module vs. Single-Module concept: Comparison of thermomechanical performances for the DEMO Water-Cooled Lithium Lead breeding blanket

2018

Abstract Within the framework of EUROfusion R&D activity an intense research campaign has been performed at the University of Palermo, in close cooperation with ENEA labs and KIT, in order to compare the thermomechanical performances of the Back Supporting Structure (BSS) of Multi-Module and Single-Module concepts of DEMO Water-Cooled Lithium Lead breeding blanket (WCLL). To this purpose, detailed 3D models of the DEMO WCLL right inboard and central outboard segments, including detailed BSS and simplified First Wall and structures according to the two concepts, have been set-up. The study has been performed considering the Normal Operation and Central Major Disruption steady state loading s…

Materials sciencechemistry.chemical_elementBlanket01 natural sciencesThermomechanic010305 fluids & plasmasStress (mechanics)Linearization0103 physical sciencesForensic engineeringGeneral Materials Science010306 general physicsDEMOFEM analysiSettore ING-IND/19 - Impianti NucleariCivil and Structural EngineeringSteady stateStructural materialbusiness.industryMechanical EngineeringWater cooledStructural engineeringMMSFinite element methodWCLLNuclear Energy and EngineeringchemistrySMSLithiumBreeding blanketMaterials Science (all)businessFusion Engineering and Design
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Rapid evaluation of notch stress intensity factors using the peak stress method: Comparison of commercial finite element codes for a range of mesh pa…

2018

The peak stress method (PSM) is an engineering, finite element (FE)-oriented method to rapidly estimate the notch stress intensity factors by using the singular linear elastic peak stresses calculated from coarse FE analyses. The average element size adopted to generate the mesh pattern can be chosen arbitrarily within a given range. Originally, the PSM has been calibrated under pure mode I and pure mode II loadings by means of Ansys FE software. In the present contribution, a round robin between 10 Italian universities has been carried out to calibrate the PSM with 7 different commercial FE codes. To this aim, several two-dimensional mode I and mode II problems have been analysed independe…

Materials sciencefinite element (FE) analysinotch stress intensity factor (NSIF)02 engineering and technologyStress (mechanics)Settore ING-IND/14 - Progettazione Meccanica E Costruzione Di Macchine0203 mechanical engineeringFinite Element Analysis (FEA)Range (statistics)Mechanics of MaterialGeneral Materials Sciencecoarse mesh finite element (FE) analysis notch stress intensity factor (NSIF) peak stress method (PSM)Stress intensity factorMechanical Engineeringpeak stress method (PSM)Coarse mesh Finite Element Analysis (FEA) Notch Stress Intensity Factor (NSIF) Peak Stress Method (PSM)Coarse meshMechanicsfinite element (FE) analysis021001 nanoscience & nanotechnologyFinite element methodcoarse mesh; finite element (FE) analysis; notch stress intensity factor (NSIF); peak stress method (PSM);020303 mechanical engineering & transportsMethod comparisonCorse mesh finite element analysis peak stress method notch stress intensity factors.Mechanics of Materialscoarse mesh; finite element (FE) analysis; notch stress intensity factor (NSIF); peak stress method (PSM)Materials Science (all)coarse mesh0210 nano-technology
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Numerical Modeling Approaches of FRCMs/SRG Confined Masonry Columns

2019

The Fabric Reinforced Cementitious Matrices (FRCMs) and Steel Reinforced Grout (SRG) are a promising strengthening solution for existing masonry since inorganic matrix is considerably compatible with historical substrates. The present paper is focused on a Finite Element (FE) analysis of masonry columns confined with FRCM composites developed by Abaqus-code. The masonry columns were modelled using a macro model approach. The model was performed by using the following functions Concrete Damage Plasticity (CDP) and the Plastic (P) in order to describe the constitutive laws of material for masonry columns and external reinforcement, respectively. Typical failures of FRCM-systems are slippage o…

Materials sciencemasonry columnsGeography Planning and Development0211 other engineering and technologiesfabric/matrix bond020101 civil engineering02 engineering and technologyengineering.material0201 civil engineeringFRCM systemslcsh:HT165.5-169.9Matrix (mathematics)Overlap zone021110 strategic defence & security studiesbusiness.industryGroutBuilding and ConstructionStructural engineeringMasonrylcsh:City planningFinite element methodUrban Studiesnumerical modelinglcsh:TA1-2040confinementengineeringCementitiousSlippagebusinesslcsh:Engineering (General). Civil engineering (General)Failure mode and effects analysisFrontiers in Built Environment
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On the use of EMI for the assessment of dental implant stability

2014

The achievement and the maintenance of dental implant stability are prerequisites for the long-term success of the osseointegration process. Since implant stability occurs at different stages, it is clinically required to monitor an implant over time, i.e. between the surgery and the placement of the artificial tooth. In this framework, non-invasive tests able to assess the degree of osseointegration are necessary. In this paper, the electromechanical impedance (EMI) method is proposed to monitor the stability of dental implants. A 3D finite element model of a piezoceramic transducer (PZT) bonded to a dental implant placed into the bone was created, considering the presence of a bone- impla…

Materials sciencemedicine.medical_treatmentStiffnessOsseointegrationTransducerEMIElectromechanical impedance method dental implants finite element methodsmedicinePulp canalImplantmedicine.symptomDental implantAbutment (dentistry)Biomedical engineering
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On the convergence of the finite element approximation of eigenfrequencies and eigenvectors to Maxwell's boundary value problem

1981

Mathematical analysisConvergence (routing)General MedicineBoundary value problemEigenvalues and eigenvectorsFinite element methodMathematicsAnnales Academiae Scientiarum Fennicae Series A I Mathemtica
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A Variational Approach to Boundary Element Methods

1988

Mathematical analysisFree boundary problemSingular boundary methodBoundary knot methodBoundary element methodFinite element methodMathematics
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Regularization and finite element approximation of the wave equation with Dirichlet boundary data

1990

Mathematical analysisMixed boundary conditionMixed finite element methodDirichlet's energyBoundary knot methodPoincaré–Steklov operatorsymbols.namesakeDirichlet's principleDirichlet boundary conditionsymbolsGeneral Earth and Planetary SciencesBoundary value problemGeneral Environmental ScienceMathematicsBanach Center Publications
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Determination of Torsional Stresses in Shafts: From Physical Analogies to Mathematical Models

2015

This paper presents the historical development of methods used for the study of torsional stresses in shafts. In particular, the paper covers both analog methods, especially those based on electrical analogies proposed circa 1925, and numerical methods, especially finite difference methods (FDM), finite element methods (FEM) and boundary element methods (BEM).

Mathematical modelbusiness.industryNumerical analysisElectrical analogTorsional stress analysis BEM FEMFinite difference methodStructural engineeringMechanicsFinite element methodSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineDevelopment (topology)businessBoundary element methodMathematics
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A penalty-based finite element interface technology

2002

Abstract An effective and robust interface element technology able to connect independently modeled finite element subdomains is presented. This method has been developed using the penalty constraints and allows coupling of finite element models whose nodes do not coincide along their common interface. Additionally, the present formulation leads to a computational approach that is very efficient and completely compatible with existing commercial software. A significant effort has been directed toward identifying those model characteristics (element geometric properties, material properties and loads) that most strongly affect the required penalty parameter, and subsequently to developing si…

Mathematical optimizationCommercial softwareEngineeringInterface (Java)Finite element limit analysisbusiness.industryMechanical EngineeringPenalty methodLagrange multiplierMixed finite element methodComposite laminatesTopologyFinite element methodComputer Science ApplicationsSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineFinite elementModeling and SimulationSubstructureGlobal/local analysiGeneral Materials SciencePenalty methodbusinessInterface elementCivil and Structural EngineeringExtended finite element methodComputers & Structures
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A New ESO-Based Method to Find the Optimal Topology of Structures Subject to Multiple Load Conditions

2014

In the field of topology optimization problems, the Evolutionary Structural Optimization (ESO) method is one of the most popular and easy to use. When dealing with problems of reasonable difficulty, the ESO method is able to give very good results in reduced times and with a limited request of computational resources. Generally, main applications of this method are addressed to the definition of the optimal topology of a component subjected to a single load condition. In this work, a new methodology, based on the ESO approach, is introduced for the study of the optimal topology of a component subjected to multiple load conditions. The new procedure, entirely developed in the APDL programmin…

Mathematical optimizationComponent (UML)Numerical analysisTopology optimizationWork (physics)Subject (grammar)Topology (electrical circuits)General MedicineTopologyAlgorithmField (computer science)Finite element methodMathematicsApplied Mechanics and Materials
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