Search results for "Computational Mechanics"

showing 10 items of 155 documents

Design procedure for prestressed concrete beams

2014

Abstract. The theoretical basis and the main results of a design procedure, which attempts to provide the optimal layout of ordinary reinforcement in prestressed concrete beams, subjected to bending moment and shear force are presented. The difficulties encountered in simulating the actual behaviour of prestressed concrete beam in presence of coupled forces bending moment - shear force are discussed; particular emphasis is put on plastic models and stress fields approaches. A unified model for reinforced and prestressed concrete beams under axial force - bending moment - shear force interaction is provided. This analytical model is validated against both experimental results collected in li…

T-beamMaterials scienceprestressed concretebusiness.industrydesignShear forceComputational MechanicsStructural engineeringshear; shear and flexure interaction; prestressed concrete; design; plasticityshearPlasticityPhysics::Classical Physicsshear flexure prestressed concrete design plasticitylaw.inventionSettore ICAR/09 - Tecnica Delle CostruzioniPrestressed concreteShear (geology)lawplasticityshear and flexure interactionBending momentShear and moment diagrambusinessBeam (structure)
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Multiscale modeling of polycrystalline materials: A boundary element approach to material degradation and fracture

2015

Abstract In this work, a two-scale approach to degradation and failure in polycrystalline materials is proposed. The formulation involves the engineering component level (macro-scale) and the material grain level (micro-scale). The macro-continuum is modeled using a three-dimensional boundary element formulation in which the presence of damage is formulated through an initial stress approach to account for the local softening in the neighborhood of points experiencing degradation at the micro-scale. The microscopic degradation is explicitly modeled by associating Representative Volume Elements (RVEs) to relevant points of the macro continuum, for representing the polycrystalline microstruct…

TechnologyComputational MechanicsPolycrystalline materialsGeneral Physics and AstronomyMultiscale formulationNANOMECHANICSDIFFRACTION09 EngineeringEngineeringPolycrystalline materialComputational mechanicsPeriodic boundary conditionsFAILUREPLASTICITYComputational MechanicApplied MathematicsAUSTENITIC STAINLESS-STEELComputer Science Applications1707 Computer Vision and Pattern RecognitionMechanicsStructural engineeringREPRESENTATIVE VOLUME ELEMENTMicrostructureStrength of materialsMultiscale modelingComputer Science ApplicationsMechanics of MaterialsMultiscale formulationsPhysical SciencesSIMULATIONMicromechanicsSTRESS-CORROSION CRACKINGMathematics Interdisciplinary ApplicationsMaterials scienceHOMOGENIZATIONEngineering MultidisciplinaryMechanicsPhysics and Astronomy (all)Boundary element methodMechanics of MaterialBoundary element methodFORMULATIONMicromechanicSHORT FATIGUE-CRACK01 Mathematical SciencesScience & Technologybusiness.industryMechanical EngineeringMicromechanicsDamage and fractureMICROSTRUCTUREbusinessVoronoi diagramMathematics
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Fractional visco-elastic Timoshenko beam from elastic Euler-Bernoulli beam

2014

The Euler–Bernoulli beam theory is well established in such a way that engineers are very confident with the determination of the stress field or deflections of the elastic beam based on this theory. In contrast, Timoshenko theory is not so much used by engineers. However, in some cases, Euler–Bernoulli theory, which neglects the effect of transversal shear deformation, yields unacceptable results. For instance, when dealing with visco-elastic behavior, shear deformations play a fundamental role. Recent studies on the response evaluation of a visco-elastic Euler–Bernoulli beam under quasi-static and dynamic loads have been stressed that for better capturing of the visco-elastic behavior, a …

Timoshenko beam theoryMathematical optimizationMechanical EngineeringEuler bernoulli beamMathematical analysisConstitutive equationComputational MechanicsFractional calculuTimoshenko beamViscoelasticityStress fieldHomogeneousSolid mechanicsCost analysisviscoelasticityMathematics
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Nonstationary response envelope probability densities of nonlinear oscillators

2006

The nonstationary random response of a class of lightly damped nonlinear oscillators subjected to Gaussian white noise is considered. An approximate analytical method for determining the response envelope statistics is presented. Within the framework of stochastic averaging, the procedure relies on the Markovian modeling of the response envelope process through the definition of an equivalent linear system with response-dependent parameters. An approximate solution of the associated Fokker-Planck equation is derived by resorting to a Galerkin scheme. Specifically, the nonstationary probability density function of the response envelope is expressed as the sum of a time-dependent Rayleigh dis…

Van der Pol oscillatorRayleigh distributionMechanical EngineeringLinear systemComputational MechanicsBasis functionProbability density functionWhite noiseCondensed Matter Physicssymbols.namesakeMechanics of MaterialsGaussian noisesymbolsApplied mathematicsMechanics of MaterialEnvelope (waves)Mathematical physicsMathematics
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Macro-elements in the mixed boundary value problems

2000

The symmetric Galerkin boundary element method (SGBEM), applied to elastostatic problems, is employed in defining a model with BE macro-elements. The model is governed by symmetric operators and it is characterized by a small number of independent variables upon the interface between the macro-elements.

VariablesApplied MathematicsMechanical EngineeringNumerical analysismedia_common.quotation_subjectMathematical analysisComputational MechanicsOcean EngineeringComputational MathematicsComputational Theory and MathematicsVariational principleCalculus of variationsBoundary value problemMacroGalerkin methodBoundary element methodMathematicsmedia_commonComputational Mechanics
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Richard von Mises’ work for ZAMM until his emigration in 1933 and glimpses of the later history of ZAMM

2020

Work (electrical)Applied MathematicsPhilosophyComputational Mechanicsvon Mises yield criterionVDP::Matematikk og Naturvitenskap: 400::Matematikk: 410ClassicsEmigration
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On the mechanisms involved in the tensile strength of a dissimilar Ti6Al4V/316L laser welded assembly

2021

International audience; The aim of the present work is to analyze the thermomechanical behavior of dissimilar laser seams by means of FE modeling. The case of a Ti6Al4V/316L assembly with vanadium insert was considered. Effective mechanical properties of the main materials and cords were first estimated from NHT measurements. Modeling of the double pass laser welding process was performed first by considering shrinking of the two weld seams during manufacturing, to get the residual stress state in the welded assembly. Modeling of the tensile test was performed in a second step to study the assembly behavior during loading. In these modeling results, the mesh was the cross-section of the mic…

Work (thermodynamics)Materials scienceComputational Mechanicstensile load02 engineering and technologyWelding01 natural scienceslaw.inventionStress (mechanics)[SPI]Engineering Sciences [physics]lawResidual stress316L stainless steel0103 physical sciencesUltimate tensile strengthMaterials Chemistryvanadium insertComposite materialFEM modelingTensile testing010302 applied physicsdissimilar weldingMetals and AlloysTi6Al4VTitanium alloyLaser beam welding021001 nanoscience & nanotechnologylaserMechanics of Materialsresidual stresses0210 nano-technology
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A computational framework for low-cycle fatigue in polycrystalline materials

2021

Abstract A three-dimensional framework for low-cycle fatigue analysis of polycrystalline aggregates is proposed in this work. First, a cohesive law coupling plasticity and damage is developed for modelling cycle-by-cycle degradation of material interfaces up to complete de-cohesion and failure. The law may model both quasi-static degradation under increasing monotonic load and degradation under cyclic loading, through a coupled plasticity-damage model whose activation and flow rules are formulated in a thermodynamically consistent framework. The proposed interface laws have been then implemented and coupled with a multi-region boundary element formulation, with the aim of analysing low-cycl…

Work (thermodynamics)Materials scienceMechanical EngineeringFlow (psychology)Computational MechanicsGeneral Physics and AstronomyMicromechanicsMonotonic functionMechanicsPlasticityIntergranular corrosionComputer Science ApplicationsMechanics of MaterialsBoundary Element method Cohesive Zone Modelling Low-cycle fatigue Multiscale Materials Modelling Polycrystalline materialsDegradation (geology)Coupling (piping)Settore ING-IND/04 - Costruzioni E Strutture Aerospaziali
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The interphase model applied to the analysis of masonry structures

2014

Abstract Masonry material presents a mechanical response strongly dependent on the static and kinematic phenomena occurring in the constituents and at their joints. At the mesoscopic level the interaction between the units is simulated by means of specific mechanical devices such as the zero thickness interface model where the contact tractions and the displacement discontinuities are the primary static and kinematic variables respectively. In many cases the joint response depends also on internal stresses and strains within the interface layer adjacent to the joint interfaces. The introduction of internal stresses and strains leads to the formulation of the interphase model, a sort of enha…

Work (thermodynamics)Materials sciencePlasticityComputational MechanicsGeneral Physics and Astronomysymbols.namesakemedicineMasonryJoint (geology)Interphasebusiness.industryMechanical EngineeringStructural engineeringMechanicsMasonryFinite element methodComputer Science ApplicationsDamageMechanics of MaterialsJoint stiffnessHelmholtz free energysymbolsInterphasemedicine.symptombusinessSettore ICAR/08 - Scienza Delle CostruzioniDisplacement (fluid)
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A comparative molecular dynamics-phase-field modeling approach to brittle fracture

2016

Abstract In this work, a novel comparative method for highly brittle materials such as aragonite crystals is proposed, which provides an efficient and accurate in-sight understanding for multi-scale fracture modeling. In particular, physically-motivated molecular dynamics (MD) simulations are performed to model quasi-static brittle crack propagation on the nano-scale and followingly compared to macroscopic modeling of fracture using the phase-field modeling (PFM) technique. A link between the two modeling schemes is later proposed by deriving PFM parameters from the MD atomistic simulations. Thus, in this combined approach, MD simulations provide a more realistic meaning and physical estima…

business.industryComputer scienceMechanical EngineeringComputational MechanicsGeneral Physics and AstronomyNew materials02 engineering and technologyStructural engineering021001 nanoscience & nanotechnologyCombined approachBiological materialsComputer Science ApplicationsCondensed Matter::Materials ScienceMolecular dynamics020303 mechanical engineering & transportsBrittleness0203 mechanical engineeringBrittle crackMechanics of MaterialsStatistical physics0210 nano-technologybusinessBrittle fractureComputer Methods in Applied Mechanics and Engineering
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