Search results for " BEM"

showing 10 items of 39 documents

A fast 3D BEM for anisotropic elasticity based on hierarchical matrices

2008

In this paper a fast solver for three-dimensional anisotropic elasticity BEM problems is developed. The technique is based on the use of hierarchical matrices for the representation of the collocation matrix and uses a preconditioned GMRES for the solution of the algebraic system of equations. The preconditioner is built exploiting the hierarchical arithmetic and taking full advantage of the hierarchical format. The application of hierarchical matrices to the BEM solution of anisotropic elasticity problems has been numerically demonstrated highlighting both accuracy and efficiency leading to almost linear computational complexity.

Fast BEM solvers hierarchical matrices anisotropic elasticity.Settore ING-IND/04 - Costruzioni E Strutture Aerospaziali
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Fast Solution of 3D Elastodynamic Boundary Element Problems by Hierarchical Matrices

2009

In this paper a fast solver for three-dimensional elastodynamic BEM problems formulated in the Laplace transform domain is presented, implemented and tested. The technique is based on the use of hierarchical matrices for the representation of the collocation matrix for each value of the Laplace parameter of interest and uses a preconditioned GMRES for the solution of the algebraic system of equations. The preconditioner is built exploiting the hierarchical arithmetic and taking full advantage of the hierarchical format. An original strategy for speeding up the overall analysis is presented and tested. The reported numerical results demonstrate the effectiveness of the technique.

Fast BEM solversAdaptive Cross ApproximationElastodynamic BEMHierarchical MatriceLaplace Transform Method
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Hierarchical-ACA DBEM for anisotropic three-dimensional time-domain fracture mechanics

2012

Fast BEMLarge scale computationsSettore ING-IND/04 - Costruzioni E Strutture AerospazialiAnisotropic elastodynamics fracture mechanic
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Hierarchical fast BEM for anisotropic time-harmonic 3-D elastodynamics

2012

The paper presents a fast boundary element method for anisotropic time-harmonic 3-D elastodynamic problems. The approach uses the hierarchical matrices format and the ACA algorithm for the collocation matrix setup and a preconditioned GMRES solver for the solution. The development of this approach for the anisotropic case presents peculiar aspects which deserve investigation and are studied in the paper leading to the employed computational strategy and its effective tuning. Numerical experiments are presented to assess the method accuracy, performances and numerical complexity. The method ensures adequate accuracy allowing remarkable reductions in computation time and memory storage.

Fast BEMMathematical optimizationCollocationTime harmonicMechanical EngineeringComputationSolverLarge scale computationsGeneralized minimal residual methodComputer Science ApplicationsMatrix (mathematics)Modeling and SimulationGeneral Materials ScienceAnisotropyAnisotropic elastodynamicAlgorithmBoundary element methodCivil and Structural EngineeringMathematics
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A fast BEM model for 3D elastic structures with attached piezoelectric sensors

2009

A fast boundary element model for the analysis of three-dimensional solids with cracks and adhesively bonded piezoelectric patches, used as strain sensors, is presented. The piezoelectric sensors, as well as the adhesive layer, are modeled using a 3D state space finite element approach. The piezoelectric patch model is formulated taking into account the full electro-mechanical coupling and embodying the suitable boundary conditions and it is eventually expressed in terms of the interface variables, to allow a straightforward coupling with the underlying host structure, which is modeled through a 3D dual boundary element method, for accurate analysis of cracks. The technique is computational…

Hierarchical matricesSettore ING-IND/04 - Costruzioni E Strutture AerospazialiFast BEM solverPiezoelectric sensorDBEM
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Frictionless contact-detachment analysis: iterative linear complementarity and quadratic programming approaches.

2012

The object of the paper concerns a consistent formulation of the classical Signorini’s theory regarding the frictionless contact problem between two elastic bodies in the hypothesis of small displacements and strains. The employment of the symmetric Galerkin boundary element method, based on boundary discrete quantities, makes it possible to distinguish two different boundary types, one in contact as the zone of potential detachment, called the real boundary, the other detached as the zone of potential contact, called the virtual boundary. The contact-detachment problem is decomposed into two sub-problems: one is purely elastic, the other regards the contact condition. Following this method…

Linear ComplementarityQuadratic ProgrammingApplied MathematicsMechanical EngineeringContact-detachmentMathematical analysisComputational MechanicsOcean EngineeringMixed boundary conditionSymmetric BEMLinear complementarity problemComplementarity (physics)Computational MathematicsSymmetric BEM Contact-detachment Linear Complementarity Quadratic ProgrammingComputational Theory and MathematicsFree boundary problemBoundary value problemQuadratic programmingSettore ICAR/08 - Scienza Delle CostruzioniGalerkin methodBoundary element methodMathematics
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Tra dottrina grammaticale e ortografia latina: l’Aldina del De Aetna di Pietro Bembo

2016

Diacritical marks introduced by Pietro Bembo with the help of his editor, Aldus Manutius, in the first edition of his dialogue De Aetna form a complex and well-structured system. Although devised for practical purposes, so as to ensure a correct reading and phrasing of the Latin text, this system is clearly based on solid theoretical premises. The decisive factor for its introduction was the experience of editing Greek texts, which became the impulse as well as the basis for the system of diacritical signs. The influence of Latin grammarians (in particular, Servius and Priscianus), who had applied Greek accent theory to Latin language, also played an important part. Within a system essentia…

Linguistics and LanguageSettore L-FIL-LET/08 - Letteratura Latina Medievale E UmanisticaPietro Bembo Aldus Manutius De Aetna accents.ClassicsSettore L-FIL-LET/05 - Filologia ClassicaPietro Bembo Aldo Manuzio De Aetna accenti.Language and LinguisticsPhilologia Classica
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Boundary Element Method for Composite Laminates

2017

The boundary element method (BEM) is a numerical technique to solve engineering/physical problems formulated in terms of boundary integral equations. Composite laminates are assemblages of stacked different materials layers, generally consisting of variously oriented fibrous composite materials

Materials scienceLaminate solution by BEMComposite laminatesComposite materialSettore ING-IND/04 - Costruzioni E Strutture AerospazialiBoundary element methodBoundary integral equations and solution for composite laminate
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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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Computational aspects in 2D SBEM analysis with domain inelastic actions

2009

The Symmetric Boundary Element Method, applied to structures subjected to temperature and inelastic actions, shows singular domain integrals. In the present paper the strong singularity involved in the domain integrals of the stresses and tractions is removed, and by means of a limiting operation, this traction is evaluated on the boundary. First the weakly singular domain integral in the Somigliana Identity (S.I.) of the displacements is regularized and the singular integral is transformed into a boundary one using the Radial Integration Method; subsequently, using the differential operator applied to the displacement field, the S.I. of the tractions inside the body is obtained and through…

Numerical AnalysisApplied MathematicsMathematical analysisGeneral EngineeringSingular integralSingular boundary methodelastoplasticity symmetric BEM multidomain approach singular domain integral return mapping algorithmSingularityDisplacement fieldCauchy principal valueGalerkin methodSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodCauchy's integral formulaMathematics
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