Search results for "Finite element method"

showing 10 items of 746 documents

Domain decomposition in the symmetric boundary element analysis

2002

Recent developments in the symmetric boundary element method (SBEM) have shown a clear superiority of this formulation over the collocation method. Its competitiveness has been tested in comparison to the finite element method (FEM) and is manifested in several engineering problems in which internal boundaries are present, i.e. those in which the body shows a jump in the physical characteristics of the material and in which an appropriate study of the response must be used. When we work in the ambit of the SBE formulation, the body is subdivided into macroelements characterized by some relations which link the interface boundary unknowns to the external actions. These relations, valid for e…

Applied MathematicsMechanical EngineeringNumerical analysisBoundary element analysisMathematical analysisComputational MechanicsOcean EngineeringDomain decomposition methodsFinite element methodComputational MathematicsComputational Theory and MathematicsCollocation methodCompatibility (mechanics)JumpBoundary element Symmetric boundary element method Macroelements SubstractingSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodMathematicsComputational Mechanics
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Elastic plastic analysis iterative solution

1998

The step-by-step analysis of finite element elastic plastic structures subjected to an assigned (quasi-static) loading history, is considered; it identifies with the well-known sequence of linear complementarity problems. An iterative technique devoted to solve the relevant linear complementarity problem is presented. It is based on the recursive solution of a suitable linear complementarity problem, deduced from the relevant one and easier than it. The procedure convergency is proved. Some noticing particular cases are examined. The physical meaning of the procedure is shown to be a plastic relaxation. The suitable numerical ranges for some check parameter values, to be utilized in the app…

Applied MathematicsMechanical EngineeringNumerical analysisComputational MechanicsOcean EngineeringComplementarity (physics)Linear complementarity problemFinite element methodElastic plasticComputational MathematicsComputational Theory and MathematicsComputational Science and EngineeringApplied mathematicsAlgorithmMathematicsComputational Mechanics
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Impulsive Tests on Historical Structures: The Dome of Teatro Massimo in Palermo

2016

Cultural heritage is the set of things, that having particular historical cultural and aesthetic are of public interest and constitute the wealth and civilization of a place and its people. Sharpen up methodologies aimed at safeguarding of monuments is crucial because the future may have in mind the historical past. Italy is a country that has invested heavily on its historical memory returned in large part by the historical building or the monuments. Furthermore, culture represents a fundamental indicator of the growth of the culture of a country. Consider a monitoring project of one of the most Impressive theater in the world, like “Teatro Massimo” in Palermo (Italy), means to add value t…

ApproachModal analysisExperimental dynamicNoninvasive and nondestructive0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionModal analysiFinite element method0201 civil engineeringDome (geology)Teatro massimo dome021105 building & constructionFinite element modelingSystem identificationSettore ICAR/08 - Scienza Delle CostruzioniGeologySeismologyThe Open Construction and Building Technology Journal
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Finite element approximation of parabolic hemivariational inequalities

1998

In this paper we introduce a finite element approximation for a parabolic hemivariational initial boundary value problem. We prove that the approximate problem is solvable and its solutions converge on subsequences to the solutions of the continuous problem

Approximation theoryControl and OptimizationPartial differential equationSignal ProcessingVariational inequalityMathematical analysisInitial value problemBoundary value problemAnalysisFinite element methodComputer Science ApplicationsMathematics
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Comparative Study of the a Posteriori Error Estimators for the Stokes Problem

2007

The research presented is focused on a comparative study of a posteriori error estimation methods to various approximations of the Stokes problem. Mainly, we are interested in the performance of functional type a posterior error estimates and their comparison with other methods. We show that functional type a posteriori error estimators are applicable to various types of approximations (including non-Galerkin ones) and robust with respect to the mesh structure, type of the finite element and computational procedure used. This allows the construction of effective mesh adaptation procedures in all cases considered. Numerical tests justify the approach suggested.

Approximations of πFunctional typeStokes problemEconometricsStructure (category theory)Applied mathematicsEstimatorA priori and a posterioriType (model theory)Finite element methodMathematics::Numerical AnalysisMathematics
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Arbitrarily shaped plates analysis via Line Element-Less Method (LEM)

2018

Abstract An innovative procedure is introduced for the analysis of arbitrarily shaped thin plates with various boundary conditions and under generic transverse loading conditions. Framed into Line Element-less Method, a truly meshfree method, this novel approach yields the solution in terms of the deflection function in a straightforward manner, without resorting to any discretization, neither in the domain nor on the boundary. Specifically, expressing the deflection function through a series expansion in terms of harmonic polynomials, it is shown that the proposed method requires only the evaluation of line integrals along the boundary parametric equation. Further, minimization of appropri…

Arbitrary shapeSettore ING-IND/26 - Teoria Dello Sviluppo Dei Processi ChimiciDiscretizationLine integral02 engineering and technology01 natural sciencesMeshfree method0203 mechanical engineeringDeflection (engineering)Boundary value problem0101 mathematicsParametric equationCivil and Structural EngineeringMathematicsMechanical EngineeringMathematical analysisBuilding and ConstructionFinite element method010101 applied mathematicsAlgebraic equationKirchoff plate020303 mechanical engineering & transportsHarmonic polynomialLine Element-Less MethodSeries expansionSettore ICAR/08 - Scienza Delle Costruzioni
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Analysis of the eigenfrequencies of the basalt machine parts by the FEM

2021

The aim of this paper was to carry out a theoretical (numerical) scientific research on the behavior of cast and recrystallized basalt, in order to use it as a material in the manufacture of structural elements of machine tools. A unitary methodology has been established for studying the eigenfrequency of structural elements for machine tools by the finite element method. Two basalt structural elements (beam type and plate type) were modeled, which were also made physically, and with the help of the COSMOS / Mark finite element program, the eigenfrequencies of the models was studied.

Basaltbusiness.product_categorybusiness.industryMachine partsStructural engineeringFinite element programType (model theory)TA1-2040businessEngineering (General). Civil engineering (General)Beam (structure)Finite element methodMachine toolMATEC Web of Conferences
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Influence of a thin horizontal weak layer on the mechanical behaviour of shallow foundations resting on sand

2021

The presence of minor details of the ground, including soil or rock masses, occurs more frequently than what is normally believed. Thin weak layers, shear bands, and slickensided surfaces can substantially affect the behaviour of foundations, as well as that of other geostructures. In fact, they can affect the failure mechanisms, the ultimate bearing capacity of footings, and the safety factor of the geotechnical system. In this research, numerically conducted through Finite Element Code Plaxis 2D, the influence of a horizontal thin weak layer on the mechanical behaviour of shallow footings was evaluated. The obtained results prove that the weak layer strongly influences both the failure me…

Bearing capacityQE1-996.5FEMSafety factorSettore ICAR/07 - GeotecnicaFoundation (engineering)GeologyWeak layerFinite element methodShear (sheet metal)Shallow foundationFailure mechanismsGeneral Earth and Planetary SciencesGeotechnical engineeringBearing capacityLayer (electronics)Shear strength (discontinuity)GeologyStrip footing
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The finite element method for the mechanically based model of non-local continuum

2011

SUMMARY In this paper the finite element method (FEM) for the mechanically based non-local elastic continuum model is proposed. In such a model each volume element of the domain is considered mutually interacting with the others, beside classical interactions involved by the Cauchy stress field, by means of central body forces that are monotonically decreasing with their inter-distance and proportional to the product of the interacting volume elements. The constitutive relations of the long-range interactions involve the product of the relative displacement of the centroids of volume elements by a proper, distance-decaying function, which accounts for the decrement of the long-range interac…

Body forceNumerical AnalysisCauchy stress tensorApplied MathematicsNumerical analysisMathematical analysisConstitutive equationGeneral EngineeringFinite difference methodVolume elementElasticity (economics)Finite element methodMathematicsInternational Journal for Numerical Methods in Engineering
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Global/Local FEM-BEM stress analysis of damaged aircraft structures

2008

In this paper a Hierarchical approach for the analysis of advanced aerospace structures is presented. The proposed Global/Local model uses two kind of numerical methods. The first step of the Hierarchical procedure is performed by the Finite Element code Patran/Nastran™, using a coarse mesh to study the global structure, then the local region is analyzed by using a Boundary Element code based on the multidomain anisotropic technique. This code accurately predicts stress concentrations at crack tips with a reduction of the modeling efforts and of the computational time. The Global/Local interface code implemented allows an intuitive extraction of the local region with a substantial reduction…

Boundary Element Method Finite Element Method Stress Intensity FactorGlobal/Local HierarchicalSettore ING-IND/04 - Costruzioni E Strutture Aerospaziali
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