Search results for "Symmetric BEM"

showing 6 items of 6 documents

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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Multidomain SBEM analysis of two dimensional elastoplastic-contact problems

2012

The Symmetric Boundary Element Method based on the Galerkin hypotheses has found application in the nonlinear analysis of plasticity and contact-detachment problems, but dealt with separately. In this paper we wants to treat these complex phenomena together. This method works in structures by introducing a subdivision into sub-structures, distinguished into macroelements, where elastic behaviour is assumed, and bem-elements, where it is possible for plastic strains to occur. In all the sub-structures, elasticity equations are written and regularity conditions in weighted (weak) form and/or in nodal (strong) form between boundaries have to be introduced, to attain the solving equation system.

elastoplasticitysubstructuringcontact-detachmentsymmetric BEMSettore ICAR/08 - Scienza Delle Costruzioni
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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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MACRO-ZONES SGBEM APPROACH FOR STATIC SHAKEDOWN ANALYSIS AS CONVEX OPTIMIZATION

2013

A new strategy utilizing the Multidomain SGBEM for rapidly performing shakedown analysis as a convex optimization problem has been shown in this paper. The present multidomain approach, called displacement method, makes it possible to consider step-wise physically and geometrically nonhomogeneous materials and to obtain a self-equilibrium stress equation regarding all the bem-elements of the structure. Since this equation includes influence coefficients, which characterize the input of the quadratic constraints, it provides a nonlinear optimization problem solved as a convex optimization problem. Furthermore, the strategy makes it possible to introduce a domain discretization exclusively of…

convex optimizationshakedownsubstructuringsymmetric BEMSettore ICAR/08 - Scienza Delle Costruzioni
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The symmetric boundary element method for unilateral contact problems

2008

Abstract On the basis of the boundary integral equation method, in its symmetric formulation, the frictionless unilateral contact between two elastic bodies has been studied. A boundary discretization by boundary elements leads to an algebraic formulation in the form of a linear complementarity problem. In this paper the process of contact or detachment is obtained through a step by step analysis by using generalized (weighted) quantities as the check elements: the detachment or the contact phenomenon may happen when the weighted traction or the weighted displacement is greater than the weighted cohesion or weighted minimum reference gap, respectively. The applications are performed by usin…

DiscretizationIterative methodMechanical EngineeringTraction (engineering)Mathematical analysisComputational MechanicsGeneral Physics and AstronomyUnilateral contactBoundary (topology)Frictionless contactSymmetric BEMStep by step analysis.Linear complementarity problemDisplacement (vector)Computer Science ApplicationsMacro-elementMechanics of MaterialsSymmetric BEM Frictionless contact Iterative technique Macro-elements Step by step analysis.Iterative techniqueSettore ICAR/08 - Scienza Delle CostruzioniBoundary element methodMathematicsComputer Methods in Applied Mechanics and Engineering
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Multidomain SBEM analysis for two dimensionalelastoplastic-contact problems

2012

The Symmetric Boundary Element Method based on the Galerkin hypotheses has found application in the nonlinear analysis of plasticity and contact-detachment problems, but dealt with separately. In this paper we wants to treat these complex phenomena together. This method works in structures by introducing a subdivision into sub-structures, distinguished into macroelements, where elastic behaviour is assumed, and bem-elements, where it is possible for plastic strains to occur. In all the sub-structures, elasticity equations are written and regularity conditions in weighted (weak) form and/or in nodal (strong) form between boundaries have to be introduced, to attain the solving equation system.

symmetric BEM elastoplasticity contact-detachment substructuring
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