Search results for "T method"

showing 10 items of 1254 documents

Using FOCUS to solve zeolite structures from three-dimensional electron diffraction data

2013

The programFOCUS[Grosse-Kunstleve, McCusker & Baerlocher (1997).J. Appl. Cryst.30, 985–995] was originally developed to solve zeolite structures from X-ray powder diffraction data. It uses zeolite-specific chemical information (three-dimensional 4-connected framework structure with known bond distances and angles) to supplement the diffraction data. In this way, it is possible to compensate, at least in part, for the ambiguity of the reflection intensities resulting from reflection overlap, and the program has proven to be quite successful. Recently, advances in electron microscopy have led to the development of automated diffraction tomography (ADT) and rotation electron diffraction (R…

Diffractionzeolites02 engineering and technology010402 general chemistry01 natural sciencesGeneral Biochemistry Genetics and Molecular Biologylaw.inventionautomated diffraction tomography; computer programs; rotation electron diffraction; structure solution; zeolitesDiffraction tomographyOpticslawstructure solutionautomated diffraction tomographyrotation electron diffractionbusiness.industryChemistryScattering021001 nanoscience & nanotechnologycomputer programs0104 chemical sciencesElectron diffractionDirect methodsCrystalliteElectron microscope0210 nano-technologybusinessPowder diffractionJOURNAL OF APPLIED CRYSTALLOGRAPHY
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Orthotropic plate dynamics by a novel meshfree method

2003

Publisher Summary This chapter deals with a novel meshfree method for the dynamic analysis of orthotropic plates under the Kirchhoff small deflection theory. The approach starts from a modified function whose stationarity conditions lead to the meshfree plate dynamic model through a discretization process—based on the use of orthotropic plate static fundamental solutions. The resolving system obtained is characterized by—frequency independent stiffness and mass matrices, which preserve the symmetry and definiteness properties of the continuum. Moreover, these operators are computed by boundary integrals of regular kernels. The method allows the application of standard numerical routines ava…

Diffuse element methodDiscretizationContinuum (measurement)Plate theoryMathematical analysismedicineStiffnessMeshfree methodsGeometrymedicine.symptomOrthotropic materialFinite element methodMathematics
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Transfer matrix method applied to the parallel assembly of sound absorbing materials

2013

International audience; The transfer matrix method (TMM) is used conventionally to predict the acoustic properties of laterally infinite homogeneous layers assembled in series to form a multilayer. In this work, a parallel assembly process of transfer matrices is used to model heterogeneous materials such as patchworks, acoustic mosaics, or a collection of acoustic elements in parallel. In this method, it is assumed that each parallel element can be modeled by a 2 × 2 transfer matrix, and no diffusion exists between elements. The resulting transfer matrix of the parallel assembly is also a 2 × 2 matrix that can be assembled in series with the classical TMM. The method is validated by compar…

Diffusion (acoustics)Materials scienceAcoustics and UltrasonicsDiscretizationSeries (mathematics)AcousticsTransfer-matrix method (optics)Mathematical analysis02 engineering and technology021001 nanoscience & nanotechnology01 natural sciencesTransfer matrixFinite element methodMatrix (mathematics)[SPI]Engineering Sciences [physics]Arts and Humanities (miscellaneous)0103 physical sciences0210 nano-technology010301 acousticsParallel array
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Damage and plasticity at the interfaces in composite materials and structures

2009

Abstract The structural behavior at the interface between two surfaces of ductile, brittle or quasi-brittle materials is studied by a new analytical elastoplastic damaging model. The model is developed in the framework of a thermodynamically consistent theory. The Helmholtz free energy is written to predict the materials’ hardening or softening. An isotropic damage is considered and the possible effects of dilatancy are taken into account including non-associative flow rules. The interface laws are presented both in a rate and a discrete incremental form. The analytical formulation is then implemented into a finite element code and two structural members are studied to validate the model. T…

DilatantMaterials sciencebusiness.industryMechanical EngineeringIsotropyComputational MechanicsGeneral Physics and AstronomyStructural engineeringPlasticityStrain hardening exponentFinite element methodComputer Science Applicationssymbols.namesakeBrittlenessinterface damage plasticity coupling biphaseMechanics of MaterialsHelmholtz free energyHardening (metallurgy)symbolsSettore ICAR/08 - Scienza Delle CostruzionibusinessComputer Methods in Applied Mechanics and Engineering
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Optimal shape design and unilateral boundary value problems: Part II

2007

In the first part we give a general existence theorem and a regularization method for an optimal control problem where the control is a domain in R″ and where the system is governed by a state relation which includes differential equations as well as inequalities. In the second part applications for optimal shape design problems governed by the Dirichlet-Signorini boundary value problem are presented. Several numerical examples are included.

Dirichlet problemMathematical optimizationControl and OptimizationPartial differential equationDifferential equationApplied MathematicsExistence theoremOptimal controlFinite element methodControl and Systems EngineeringVariational inequalityApplied mathematicsBoundary value problemSoftwareMathematicsOptimal Control Applications and Methods
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Finite element approximations of the wave equation with Dirichlet boundary data defined on a bounded domain in R2

2006

Dirichlet problemsymbols.namesakeDirichlet boundary conditionDirichlet's principleMathematical analysissymbolsMixed finite element methodBoundary value problemDirichlet's energyMixed boundary conditionPoincaré–Steklov operatorMathematics
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Random analysis of geometrically non-linear FE modelled structures under seismic actions

1990

Abstract In the framework of the finite element (FE) method, by using the “total Lagrangian approach”, the stochastic analysis of geometrically non-linear structures subjected to seismic inputs is performed. For this purpose the equations of motion are written with the non-linear contribution in an explicit representation, as pseudo-forces, and with the ground motion modelled as a filtered non-stationary white noise Gaussian process, using a Tajimi-Kanai-like filter. Then equations for the moments of the response are obtained by extending the classical Ito's rule to vectors of random processes. The equations of motion, and the equations for moments, obtained here, show a perfect formal simi…

Discrete mathematicsHermite polynomialsSimilarity (geometry)Random excitation; non-linear structuresStochastic processMathematical analysisEquations of motionBuilding and ConstructionWhite noiseFinite element methodRandom excitationNonlinear systemsymbols.namesakesymbolsnon-linear structuresSafety Risk Reliability and QualityGaussian processCivil and Structural EngineeringMathematics
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Rank structured approximation method for quasi--periodic elliptic problems

2016

We consider an iteration method for solving an elliptic type boundary value problem $\mathcal{A} u=f$, where a positive definite operator $\mathcal{A}$ is generated by a quasi--periodic structure with rapidly changing coefficients (typical period is characterized by a small parameter $\epsilon$) . The method is based on using a simpler operator $\mathcal{A}_0$ (inversion of $\mathcal{A}_0$ is much simpler than inversion of $\mathcal{A}$), which can be viewed as a preconditioner for $\mathcal{A}$. We prove contraction of the iteration method and establish explicit estimates of the contraction factor $q$. Certainly the value of $q$ depends on the difference between $\mathcal{A}$ and $\mathcal…

Discrete mathematicsNumerical AnalysisRank (linear algebra)PreconditionerApplied Mathematicsprecondition methodsguaranteed error boundsOrder (ring theory)65F30 65F50 65N35 65F10tensor type methods010103 numerical & computational mathematicsNumerical Analysis (math.NA)elliptic problems with periodic and quasi-periodic coefficients01 natural sciencesFinite element method010101 applied mathematicsComputational MathematicsOperator (computer programming)Simple (abstract algebra)FOS: MathematicsBoundary value problemTensorMathematics - Numerical Analysis0101 mathematicsMathematics
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A regular variational boundary model for free vibrations of magneto-electro-elastic structures

2011

In this paper a regular variational boundary element formulation for dynamic analysis of two-dimensional magneto-electro-elastic domains is presented. The method is based on a hybrid variational principle expressed in terms of generalized magneto-electro-elastic variables. The domain variables are approximated by using a superposition of weighted regular fundamental solutions of the static magneto-electro-elastic problem, whereas the boundary variables are expressed in terms of nodal values. The variational principle coupled with the proposed discretization scheme leads to the calculation of frequency-independent and symmetric generalized stiffness and mass matrices. The generalized stiffne…

DiscretizationApplied MathematicsMathematical analysisGeneral EngineeringPiezoelectricityMixed boundary conditionFree vibrationMass matrixSingular boundary methodTopologyMeshless methodMagnetoelasticityComputational MathematicsVariational principleFree boundary problemSettore ING-IND/04 - Costruzioni E Strutture AerospazialiBoundary element methodAnalysisHybrid boundaryelementmethodMathematicsStiffness matrix
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Initial strain effects in multilayer composite laminates

2001

A boundary integral formulation for the analysis of stress fields induced in composite laminates by initial strains, such as may be due to temperature changes and moisture absorption is presented. The study is formulated on the basis of the theory of generalized orthotropic thermo-elasticity and the governing integral equations are directly deduced through the generalized reciprocity theorem. A suitable expression of the problem fundamental solutions is given for use in computations. The resulting linear system of algebraic equations is obtained by the boundary element method and stress interlaminar distributions in the boundary-layer are calculated by using a boundary only discretization. …

DiscretizationApplied MathematicsNumerical analysisMathematical analysisGeneral EngineeringBoundary (topology)Composite laminatesOrthotropic materialIntegral equationComputational MathematicsAlgebraic equationBoundary element methodAnalysisMathematicsEngineering Analysis with Boundary Elements
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