Search results for "elastic"

showing 10 items of 2162 documents

Nucleation and growth of ZnO on PMMA by low-temperature atomic layer deposition

2015

ZnO films were grown by atomic layer deposition at 35 °C on poly(methyl methacrylate) substrates using diethylzinc and water precursors. The film growth, morphology, and crystallinity were studied using Rutherford backscattering spectrometry, time-of-flight elastic recoil detection analysis, atomic force microscopy, scanning electron microscopy, and x-ray diffraction. The uniform film growth was reached after several hundreds of deposition cycles, preceded by the precursor penetration into the porous bulk and island-type growth. After the full surface coverage, the ZnO films were stoichiometric, and consisted of large grains (diameter 30 nm) with a film surface roughness up to 6 nm (RMS). T…

Materials scienceta114Scanning electron microscopeAnalytical chemistryNucleationthin film growthCrystal growthSurfaces and InterfacesCondensed Matter PhysicsRutherford backscattering spectrometrySurfaces Coatings and FilmsElastic recoil detectionCrystallinityAtomic layer depositionSurface roughnessta116zinc oxide filmsJournal of Vacuum Science & Technology A: Vacuum, Surfaces, and Films
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Aluminum oxide from trimethylaluminum and water by atomic layer deposition:The temperature dependence of residual stress, elastic modulus, hardness a…

2014

Use of atomic layer deposition (ALD) in microelectromechanical systems (MEMS) has increased as ALD enables conformal growth on 3-dimensional structures at relatively low temperatures. For MEMS device design and fabrication, the understanding of stress and mechanical properties such as elastic modulus, hardness and adhesion of thin film is crucial. In this work a comprehensive characterization of the stress, elastic modulus, hardness and adhesion of ALD aluminum oxide (Al2O3) films grown at 110-300 C from trimethylaluminum and water is presented. Film stress was analyzed by wafer curvature measurements, elastic modulus by nanoindentation and surface-acoustic wave measurements, hardness by na…

Materials scienceta221Residual stressAluminum oxideStress (mechanics)Atomic layer depositionEllipsometryResidual stressHardnessMaterials Chemistryta318Thin filmComposite materialta216ta116Elastic modulusta213ta114Atomic layer depositionMetals and AlloysSurfaces and InterfacesNanoindentationSurfaces Coatings and FilmsElectronic Optical and Magnetic MaterialsElastic recoil detectionAdhesionElastic modulus
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A non-local model of fractional heat conduction in rigid bodies

2011

In recent years several applications of fractional differential calculus have been proposed in physics, chemistry as well as in engineering fields. Fractional order integrals and derivatives extend the well-known definitions of integer-order primitives and derivatives of the ordinary differential calculus to real-order operators. Engineering applications of fractional operators spread from viscoelastic models, stochastic dynamics as well as with thermoelasticity. In this latter field one of the main actractives of fractional operators is their capability to interpolate between the heat flux and its time-rate of change, that is related to the well-known second sound effect. In other recent s…

Mathematical analysisGeneral Physics and AstronomyThermodynamicsDifferential calculusFractional calculusThermoelastic dampingHeat fluxSecond soundHeat transferGeneral Materials ScienceBoundary value problemPhysical and Theoretical ChemistrySettore ICAR/08 - Scienza Delle CostruzioniConvection–diffusion equationTransport phenomena non-local modelThe European Physical Journal Special Topics
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Evaluation of Subgrade Resilient Modulus Predictive Model for Use in Mechanistic-Empirical Pavement Design Guide

2006

The characterization of unbound materials in the mechanistic–empirical pavement design guide (MEPDG), also known as the 2002 design guide, is reviewed, and this characterization is applied to Minnesota subgrades. The main emphasis is on the collection of k1-, k2-, and k3-parameters for Minnesota fine-grained soils and the procedure for the interpretation of the resilient modulus test to provide an input to the multilayer elastic theory (MLET) analysis (Level 2 input). This is an important aspect of adaptation of the MEPDG, because the guide recommends measurement of resilient moduli from laboratory testing, but the procedure does not specify how to interpret the test data to obtain an input …

Mathematical modelComputer sciencebusiness.industryMechanical EngineeringResilient modulusStructural engineeringSubgradeNonlinear finite element analysisLaboratory testingDesign guidesoil subgrade resilient modulus pavement designForensic engineeringbusinessElastic modulusCivil and Structural EngineeringTest dataTransportation Research Record: Journal of the Transportation Research Board
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Reliability-based design optimization of trusses under dynamic shakedown constraints

2019

A reliability-based design optimization problem under dynamic shakedown constraints for elastic perfectly plastic truss structures subjected to stochastic wind actions is presented. The simultaneous presence of quasi-static (cyclic) thermal loads is also considered. As usual in the shakedown theory, the quasi-statical loads will be defined as variable within a deterministic domain, while the dynamic problem will be treated considering an extended Ceradini-Gavarini approach. Some sources of uncertainties are introduced in the structural system and in the load definition. The reliability-optimization problem is formulated as the minimization of the volume of the structure subjected to determi…

Mathematical optimizationControl and OptimizationOptimization problemComputer scienceMonte Carlo methodStructural system0211 other engineering and technologiesTruss02 engineering and technology0203 mechanical engineeringDynamic problemReliability-based designDynamic shakedownReliability (statistics)021106 design practice & managementElastic plastic trusseProbabilistic logicComputer Science Applications1707 Computer Vision and Pattern RecognitionComputer Graphics and Computer-Aided DesignComputer Science ApplicationsShakedown020303 mechanical engineering & transportsControl and Systems EngineeringSettore ICAR/08 - Scienza Delle CostruzioniSoftwareStochastic wind loadStructural and Multidisciplinary Optimization
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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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Evaluation of the shakedown limit load multiplier for stochastic seismic actions

2017

A new approach for the evaluation of the shakedown limit load multiplier for structures subjected to a combination of quasi-statically variable loads and seismic actions is presented. The common case of frame structures constituted by elastic perfectly plastic material is considered. The acting load history during the lifetime of the structure will be defined as a suitable combination of never ending quasi-statical loads, variable within an appropriate given domain, and stochastic seismic actions occurring for limited time interval. The proposed approach utilizes the Monte Carlo method in order to generate a suitable large number of seismic acceleration histories and the corresponding shake…

Mathematical optimizationElastic plastic frameMonte Carlo method02 engineering and technologyCondensed Matter Physic01 natural sciences0203 mechanical engineeringQuasi-statical and seismic loadingMechanics of Material0101 mathematicsDynamic shakedownMathematicsbusiness.industryCumulative distribution functionMechanical EngineeringProbabilistic approachStructural engineeringCondensed Matter PhysicsShakedown010101 applied mathematicsMonte Carlo method020303 mechanical engineering & transportsMechanics of MaterialsLimit loadMultiplier (economics)businessSettore ICAR/08 - Scienza Delle Costruzioni
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On the influence of the initial ramp for a correct definition of the parameters of fractional viscoelastic materials

2014

Creep and/or Relaxation tests on viscoelastic materials show a power-law trend. Based upon Boltzmann superposition principle the constitutive law with a power-law kernel is ruled by the Caputo's fractional derivative. Fractional constitutive law posses a long memory and then the parameters obtained by best fitting procedures on experimental data are strongly influenced by the prestress on the specimen. As in fact during the relaxation test the imposed history of deformation is not instantaneously applied, since a unit step function may not be realized by the test machine. Usually an initial ramp is present in the deformation history and the time at which the deformation attains the maximum …

Mathematical optimizationHeaviside step functionConstitutive equationMechanicsDeformation (meteorology)ViscoelasticityFractional calculussymbols.namesakeSuperposition principleFractional calculus relaxation test viscoelasticitySettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiCreepMechanics of MaterialssymbolsRelaxation (physics)General Materials ScienceRelaxation test Fractional calculus ViscoelasticitySettore ICAR/08 - Scienza Delle CostruzioniInstrumentationMathematics
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Stochastic dynamics of linear elastic trusses in presence of structural uncertainties (virtual distortion approach)

2004

Structures involving uncertainties in material and/or in geometrical parameters are referred to as uncertain structures. Reliability analysis of such structures strongly depends on variation of parameters and probabilistic approach is often used to characterize structural uncertainties. In this paper dynamic analysis of linearly elastic system in presence of random parameter variations will be performed. In detail parameter fluctuations have been considered as inelastic, stress and parameter dependent superimposed strains. Analysis is then carried out via superposition principle accounting for response to external agencies and parameter dependent strains. Proposed method yields asymptotic s…

Mathematical optimizationMechanical EngineeringLinear elasticityAerospace EngineeringTrussOcean EngineeringStatistical and Nonlinear PhysicsCondensed Matter PhysicsVariation of parametersDynamic load testingSuperposition principleVirtual DistortionNuclear Energy and EngineeringDynamic AnalysiSuperposition PrincipleDistortionStochastic ParameterConvergence (routing)Statistical physicsAsymptotic expansionCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
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Historischer Überblick zur mathematischen Theorie von Unstetigkeitswellen seit Riemann und Christoffel

1981

We give a brief historical account of the development of the mathematical theory of propagation of discontinuities in gases, fluids or elastic materials. The theory was initiated by Riemann who investigated the propagation of shocks in one-dimensional isentropic gas flow. Riemann’s results were used by Christoffel to treat, more generally, the propagation of (first order) discontinuity surfaces in three-dimensional flows of perfect fluids. Subsequently Christoffel applied his general theory to first order waves in certain elastic materials. Independently of Riemann and Christoffel significant contributions were made by Hugoniot. The theory was completed in Hadamard’s celebrated monograph [3…

Mathematical theoryConservation lawRiemann hypothesissymbols.namesakeDiscontinuity (linguistics)Christoffel symbolsFlow (mathematics)Hyperelastic materialMathematical analysissymbolsInitial value problemMathematics
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