Search results for "mathematical analysis"

showing 10 items of 2409 documents

Coupled fixed point results in cone metric spaces for -compatible mappings

2011

In this paper, we introduce the concepts of -compatible mappings, b-coupled coincidence point and b-common coupled fixed point for mappings F, G : X × X → X, where (X, d) is a cone metric space. We establish b-coupled coincidence and b-common coupled fixed point theorems in such spaces. The presented theorems generalize and extend several well-known comparable results in the literature, in particular the recent results of Abbas et al. [Appl. Math. Comput. 217, 195-202 (2010)]. Some examples are given to illustrate our obtained results. An application to the study of existence of solutions for a system of non-linear integral equations is also considered. 2010 Mathematics Subject Classificati…

b-common coupled fixed pointPure mathematicscone metric spaceApplied MathematicsMathematical analysisFixed-point theoremintegral equation.Fixed pointIntegral equationCoincidenceMetric spaceCone (topology)Differential geometrySettore MAT/05 - Analisi Matematicaw-compatible mappingb-coupled coincidence pointGeometry and TopologyCoincidence pointMathematicsFixed Point Theory and Applications
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A simulation function approach for best proximity point and variational inequality problems

2017

We study sufficient conditions for existence of solutions to the global optimization problem min(x is an element of A) d(x, fx), where A, B are nonempty subsets of a metric space (X, d) and f : A -> B belongs to the class of proximal simulative contraction mappings. Our results unify, improve and generalize various comparable results in the existing literature on this topic. As an application of the obtained theorems, we give some solvability theorems of a variational inequality problem.

best proximity point fixed point simulation functions variational inequality problemsNumerical AnalysisControl and OptimizationAlgebra and Number Theory010102 general mathematicsMathematical analysisFunction (mathematics)01 natural sciences010101 applied mathematicsSettore MAT/05 - Analisi MatematicaVariational inequalityProximity problemsDiscrete Mathematics and CombinatoricsApplied mathematicsPoint (geometry)0101 mathematicsAnalysisMathematicsMiskolc Mathematical Notes
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Revisited mixed-value method via symmetric BEM in the substructuring approach

2012

Abstract Within the Symmetric Boundary Element Method, the mixed-value analysis is re-formulated. This analysis method contemplates the subdivision of the body into substructures having interface kinematical and mechanical quantities. For each substructure an elasticity equation, connecting weighted displacements and tractions to nodal displacements and forces of the same interface boundary and to external action vector, is introduced. The assembly of the substructures is performed through both the strong and weak regularity conditions of the displacements and tractions. We obtain the solving equations where the compatibility and the equilibrium are guaranteed in the domain Ω for the use of…

business.industryApplied MathematicsLinear elasticityMathematical analysisGeneral EngineeringGeometrySymmetric GalerkinBEMMacro-element Substructuring Displacement approach Mixed-value approachDisplacement methodComputational MathematicsCompatibility (mechanics)Fundamental solutionSubstructureSettore ICAR/08 - Scienza Delle CostruzionibusinessBoundary element methodAnalysisMathematicsEquation solvingSubdivisionEngineering Analysis with Boundary Elements
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Some conventional and unconventional educational column stability Problems

2006

Two interesting problems are considered for enriching the curriculum of the Strength of Materials course, in the light of recently developed functionally graded materials (FGMs), characterized with the smooth variation of the elastic modulus. These are problems associated with buckling of columns with variable flexural rigidity along the axis of the column. A simple semi-inverse method is proposed for determining closed-form solutions of axially inhomogeneous columns. In order for the presentation to be given in one package, the conventional problems are also recapitulated along with the novel ones. The main approach adopted here is the use of the second-order differential equation, instea…

business.industryDifferential equationApplied MathematicsMechanical EngineeringMathematical analysisAerospace EngineeringOcean EngineeringFlexural rigidityBuilding and ConstructionStructural engineeringStrength of materialsColumn (database)BucklingAxial symmetrybusinessElastic modulusCivil and Structural EngineeringVariable (mathematics)Mathematics
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A measurement-based trajectory model for drifted motions towards a target zone

2016

Trajectory models have numerous applications in the area of wiewlwss communications. The aim of this paper is to develop an empirical trajectory model for drifted motions. Recently, a highly flexible trajectory model based on the primitives of Brownian fields (TramBrown) was proposed by A. Borhani and M. Patzold. This paper provides an empirical proof for TramBrown using global positioning system (GPS) data collected from real life user traces drifting to a particular target point or a zone. The recorded location coordinates of the mobile user are processed to compute the total travelling length and the angle-of-motion (AOM) along the drifted trajectory. It is shown that the probability den…

business.industryGaussianMathematical analysisProbability density functionsymbols.namesakeGeographyLog-normal distributionLine (geometry)symbolsTrajectoryGlobal Positioning SystemPoint (geometry)businessSimulationBrownian motion2016 IEEE International Conference on Wireless for Space and Extreme Environments (WiSEE)
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Intensity invariant nonlinear correlation filtering in spatially disjoint noise.

2010

We analyze the performance of a nonlinear correlation called the Locally Adaptive Contrast Invariant Filter in the presence of spatially disjoint noise under the peak-to-sidelobe ratio (PSR) metric. We show that the PSR using the nonlinear correlation improves as the disjoint noise intensity increases, whereas, for common linear filtering, it goes to zero. Experimental results as well as comparisons with a classical matched filter are given.

business.industryMaterials Science (miscellaneous)Matched filterMathematical analysisNonlinear correlationFilter (signal processing)Disjoint setsIndustrial and Manufacturing EngineeringOpticsDigital image processingMedian filterBusiness and International ManagementInvariant (mathematics)businessLinear filterMathematicsApplied optics
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Real And Positive Filter Based On Circular Harmonic Expansion

1989

A real and positive filter for pattern recognition is presented. The filter, based on the circular harmonic (CH) expansion of a real function, is partially rotation invariant. As it is real and positive, the filter can be recorded on a transparency as an amplitude filter. Computer simulations of character recognition show a partial rotation invariance of about 40°. Optical experiments agree with these results and with acceptable discrimination between different characters. Nevertheless, due to experimental difficulties, the method is onerous for use in general pattern recognition problems.

business.industryMathematical analysisReal-valued functionFilter (video)Optical correlatorPattern recognition (psychology)HarmonicComputer visionArtificial intelligenceOptical filterbusinessRotation (mathematics)Linear filterMathematicsSPIE Proceedings
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Shakedown analysis for a class of strengthening materials within the framework of gradient plasticity

2010

Abstract The classical shakedown theory is extended to a class of perfectly plastic materials with strengthening effects (Hall–Petch effects). To this aim, a strain gradient plasticity model previously advanced by Polizzotto (2010) is used, whereby a featuring strengthening law provides the strengthening stress, i.e. the increase of the yield strength produced by plastic deformation, as a degree-zero homogeneous second-order differential form in the accumulated plastic strain with associated higher order boundary conditions. The extended static (Melan) and kinematic (Koiter) shakedown theorems are proved together with the related lower bound and upper bound theorems. The shakedown limit loa…

business.industryMechanical EngineeringMathematical analysisContext (language use)Structural engineeringPlasticityStrain hardening exponentShakedownUniqueness theorem for Poisson's equationMechanics of MaterialsLimit loadGeneral Materials ScienceBoundary value problembusinessMathematicsGrain boundary strengtheningInternational Journal of Plasticity
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Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading

1998

The variability of the maximum response displacement of random frame structures under deterministic earthquake loading are examined in this paper using stochastic finite element techniques. The elastic modulus and the mass density are assumed to be described by cross-correlated stochastic fields. Specifically, a variability response function formulation is used for this problem, which allows for calculation of spectral-distribution-free upper bounds of the maximum displacement variance. Further, under the assumption of prespecified correlation functions describing the spatial variation of the material properties, variability response functions are used to calculate the corresponding maximum…

business.industryMechanical EngineeringMathematical analysisVariance (accounting)Structural engineeringFunction (mathematics)Geotechnical Engineering and Engineering GeologyCondensed Matter PhysicsDisplacement (vector)Finite element methodlcsh:QC1-999Mechanics of MaterialsSpatial variabilityMaterial propertiesbusinessElastic modulusRandomnesslcsh:PhysicsCivil and Structural EngineeringMathematicsShock and Vibration
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Shakedown of elastic—plastic solids with frictionless unilateral contact boundary conditions

1997

Abstract Elastic perfectly plastic solids (or structures) in frictionless unilateral contact with a rigid obstacle and subjected to quasi-statically variable loads within a given domain are considered. In the hypothesis that the structure undergoes small displacements and complies with a d -stability requisite herein introduced, a Melantype shakedown theorem is presented. This theorem is conceptually similar to the classical one; namely, it requires that the unilateral-contact elastic stress response to the loads and to some initial plastic strains be plastically admissible everywhere in the body and for all load conditions. A method for evaluating the shakedown load boundary is also discus…

business.industryMechanical EngineeringNumerical analysisRatchetUnilateral contactBoundary (topology)Structural engineeringMechanicsPlasticityCondensed Matter PhysicsDomain (mathematical analysis)ShakedownMechanics of MaterialsGeneral Materials ScienceBoundary value problembusinessCivil and Structural EngineeringMathematicsInternational Journal of Mechanical Sciences
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