0000000001328541

AUTHOR

J. Haslinger

showing 13 related works from this author

Shape optimization of elasto-plastic bodies under plane strains: Sensitivity analysis and numerical implementation

1992

Optimal shape design problems for an elastic body made from physically nonlinear material are presented. Sensitivity analysis is done by differentiating the discrete equations of equilibrium. Numerical examples are included.

Mathematical optimizationControl and OptimizationPlane (geometry)Structural mechanicsMathematical analysisGeneral EngineeringOptimal controlComputer Graphics and Computer-Aided DesignFinite element methodComputer Science ApplicationsNonlinear systemControl and Systems EngineeringShape optimizationSensitivity (control systems)SoftwareMathematicsPlane stressStructural Optimization
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Reliable computation and local mesh adaptivity in limit analysis

2019

The contribution is devoted to computations of the limit load for a perfectly plastic model with the von Mises yield criterion. The limit factor of a prescribed load is defined by a specific variational problem, the so-called limit analysis problem. This problem is solved in terms of deformation fields by a penalization, the finite element and the semismooth Newton methods. From the numerical solution, we derive a guaranteed upper bound of the limit factor. To achieve more accurate results, a local mesh adaptivity is used. peerReviewed

elementtimenetelmäpenalizationLimit analysisComputer scienceComputationvon Mises yield criterionlocal mesh adaptivitylimit analysisNewton-like methodComputational sciencePrograms and Algorithms of Numerical Mathematics 19
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A reliable incremental method of computing the limit load in deformation plasticity based on compliance : Continuous and discrete setting

2016

The aim of this paper is to introduce an enhanced incremental procedure that can be used for the numerical evaluation and reliable estimation of the limit load. A conventional incremental method of limit analysis is based on parametrization of the respective variational formulation by the loading parameter ? ? ( 0 , ? l i m ) , where ? l i m is generally unknown. The enhanced incremental procedure is operated in terms of an inverse mapping ? : α ? ? where the parameter α belongs to ( 0 , + ∞ ) and its physical meaning is work of applied forces at the equilibrium state. The function ? is continuous, nondecreasing and its values tend to ? l i m as α ? + ∞ . Reduction of the problem to a finit…

Pointwise convergenceReduction (recursion theory)Applied MathematicsMathematical analysista111Inverse010103 numerical & computational mathematics02 engineering and technologyFunction (mathematics)variational problems with linear growth energyfinite element approximation01 natural sciencesincremental limit analysisComputational Mathematics020303 mechanical engineering & transports0203 mechanical engineeringLimit analysisConvergence (routing)elastic-perfectly plastic problemsLimit loadLimit (mathematics)0101 mathematicsta216MathematicsJournal of Computational and Applied Mathematics
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Optimization of conducting structures by using the homogenization method

2002

Approximation and numerical realization of a class of optimization problems with control variables represented by coefficients of linear elliptic state equations is considered. Convergence analysis of well-posed problems is performed by using one- and two-level approximation strategies. The latter is utilized in an optimization layout problem for two conductive constituents, for which the necessary steps to transfer the well-posed problem into a computational form are described and some numerical experiments are given.

Well-posed problemMathematical optimizationControl and OptimizationOptimization problemNumerical analysisControl variableThermal conductionComputer Graphics and Computer-Aided DesignHomogenization (chemistry)Computer Science ApplicationsControl and Systems EngineeringHeat transferApplied mathematicsEngineering design processSoftwareMathematicsStructural and Multidisciplinary Optimization
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Signorini problem with Coulomb's law of friction. Shape optimization in contact problems

1992

Coulomb's lawNumerical Analysissymbols.namesakeClassical mechanicsApplied MathematicsGeneral EngineeringsymbolsShape optimizationSignorini problemMathematicsInternational Journal for Numerical Methods in Engineering
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Parameter identification for heterogeneous materials by optimal control approach with flux cost functionals

2021

The paper deals with the identification of material parameters characterizing components in heterogeneous geocomposites provided that the interfaces separating different materials are known. We use the optimal control approach with flux type cost functionals. Since solutions to the respective state problems are not regular, in general, the original cost functionals are expressed in terms of integrals over the computational domain using the Green formula. We prove the existence of solutions to the optimal control problem and establish convergence results for appropriately defined discretizations. The rest of the paper is devoted to computational aspects, in particular how to handle high sens…

General Computer ScienceComputer scienceFlux010103 numerical & computational mathematicsType (model theory)01 natural sciencesTheoretical Computer ScienceDomain (software engineering)sensitivity analysisConvergence (routing)Applied mathematicsSensitivity (control systems)0101 mathematicskomposiititosittaisdifferentiaaliyhtälötNumerical AnalysisApplied Mathematicsidentification of conductivity coefficientsState (functional analysis)matemaattinen optimointiOptimal control010101 applied mathematicsIdentification (information)säätöteoriaModeling and Simulationnumeerinen analyysioptimal control of PDEs
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Sensitivity analysis for discretized unilateral plane elasticity problem

1992

Abstract Numerical realization of optimal shape design problems requires gradient information which is used in minimization procedures. There are several possibilities for obtaining this information. Here we present a method, based on the use of the material derivative approach, applied to the finite element discretization of the problem. The advantage of this approach is that is gives the exact values of gradient and it can be very easily implemented on computers. We apply this method in the case of contact problems, where the situation is more involved compared with the case of elasticity problems with classical boundary conditions. We concentrate on a special choice of the cost functiona…

Mathematical optimizationDiscretizationApplied MathematicsGeneral EngineeringUnilateral contactMaterial derivativeComputer Graphics and Computer-Aided DesignPotential energyFinite element methodMinificationBoundary value problemElasticity (economics)AnalysisMathematicsFinite Elements in Analysis and Design
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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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Shape optimization in contact problems with friction

1985

kitkamekaniikkanumeeriset menetelmätlujuusoppimatemaattinen optimointimuoto
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On the existence of optimal shapes in contact problems : perfectly plastic bodies

1986

mekaniikkalujuusoppimatemaattinen optimointimuoto
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On optimal shape design of systems governed by mixed Dirichlet-Signorini boundary value problems

1983

osittaisdifferentiaaliyhtälötelementtimenetelmänumeeriset menetelmätmatemaattinen optimointiapproksimointimuoto
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Shape optimization of systems governed by Bernoulli free boundary problems

2007

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Shape optimization in contact problems : Approximation and numerical realization

1987

The optímal shape design of a two-dimensíonal elastic body on rigid foundatíon is analyzed. The relation between the continuous problem and the díscrete problem achieved by FEM is presented. A numerícal realization together wíth the sensítivity analysís is given. Several numerical examples to illustrate the practícal use of the methods are presented. peerReviewed

partial differential equationelastic contactvariational inequalityconstrained optimization
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