Search results for "Timos"

showing 10 items of 35 documents

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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Fractional visco-elastic Timoshenko beam deflection via single equation

2015

SUMMARY This paper deals with the response determination of a visco-elastic Timoshenko beam under static loading condition and taking into account fractional calculus. In particular, the fractional derivative terms arise from representing constitutive behavior of the visco-elastic material. Further, taking advantages of the Mellin transform method recently developed for the solution of fractional differential equation, the problem of fractional Timoshenko beam model is assessed in time domain without invoking the Laplace-transforms as usual. Further, solution provided by the Mellin transform procedure will be compared with classical Central Difference scheme one, based on the Grunwald–Letni…

Timoshenko beam theoryNumerical AnalysisMellin transformDifferential equationDeflection (engineering)Applied MathematicsMathematical analysisGeneral EngineeringFinite differenceTime domainViscoelasticityFractional calculusMathematicsInternational Journal for Numerical Methods in Engineering
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A mechanically based approach to non-local beam theories

2011

A mechanically based non-local beam theory is proposed. The key idea is that the equilibrium of each beam volume element is attained due to contact forces and long-range body forces exerted, respectively, by adjacent and non-adjacent volume elements. The contact forces result in the classical Cauchy stress tensor while the long-range forces are modeled as depending on the product of the interacting volume elements, their relative displacement and a material-dependent distance-decaying function. To derive the beam equilibrium equations and the pertinent mechanical boundary conditions, the total elastic potential energy functional is used based on the Timoshenko beam theory. In this manner, t…

Timoshenko beam theoryPhysicsBody forceNon-local elasticityCauchy stress tensorMechanical EngineeringElastic energyTotal elastic potential energy functionalCondensed Matter PhysicsContact forceLong-range interactionTimoshenko beam theoryClassical mechanicsMechanics of MaterialsMechanics of MaterialGeneral Materials ScienceMaterials Science (all)Boundary value problemVolume elementBeam (structure)Civil and Structural EngineeringInternational Journal of Mechanical Sciences
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Mathematical model for the adsorption-induced nonlocal frequency shift in adatoms-nanobeam system

2017

Abstract This paper models and investigates the resonance frequency shift induced by the adsorption phenomena for an adatoms-nanobeam system including the small scale effect as well as rotary inertia and shear distortion effects. The Lennard-Jones (6–12) type potential is used to determine the adsorption-induced energy owing van der Waals (vdW) interaction mechanism between adatom-adatom and adatom-substrate. The small scale effect is introduced by using Eringen's nonlocal elasticity theory while the explicit expressions of inertia moment and shear force are derived from the standard Timoshenko beam equations in which the residual stress effect is accounted as an additive axial load. Numeri…

Timoshenko beam theoryPhysicsCondensed matter physicsmedia_common.quotation_subjectShear forceRotary inertia02 engineering and technology021001 nanoscience & nanotechnologyCondensed Matter PhysicsInertiaElectronic Optical and Magnetic MaterialsMoment (mathematics)VibrationShear (sheet metal)Condensed Matter::Materials Sciencesymbols.namesake020303 mechanical engineering & transports0203 mechanical engineeringPhysics::Atomic and Molecular ClusterssymbolsPhysics::Chemical PhysicsElectrical and Electronic Engineeringvan der Waals force0210 nano-technologymedia_commonPhysica B: Condensed Matter
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Finite-Element Formulation of a Nonlocal Hereditary Fractional-Order Timoshenko Beam

2017

AbstractA mechanically-based nonlocal Timoshenko beam model, recently proposed by the authors, hinges on the assumption that nonlocal effects can be modeled as elastic long-range volume forces and moments mutually exerted by nonadjacent beam segments, which contribute to the equilibrium of any beam segment along with the classical local stress resultants. Long-range volume forces/moments linearly depend on the product of the volumes of the interacting beam segments, and on pure deformation modes of the beam, through attenuation functions governing the space decay of nonlocal effects. This paper investigates the response of this nonlocal beam model when viscoelastic long-range interactions a…

Timoshenko beam theoryPhysicsDiscretizationMechanical EngineeringNonlocal viscoelasticityEquations of motion02 engineering and technologyFractional calculu021001 nanoscience & nanotechnologyTimoshenko beamFinite element methodViscoelasticityFractional calculusNonlocal dampingLong-range interaction020303 mechanical engineering & transportsClassical mechanics0203 mechanical engineeringMechanics of MaterialsStress resultantsSettore ICAR/08 - Scienza Delle Costruzioni0210 nano-technologyBeam (structure)Journal of Engineering Mechanics
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A new displacement-based framework for non-local Timoshenko beams

2015

In this paper, a new theoretical framework is presented for modeling non-locality in shear deformable beams. The driving idea is to represent non-local effects as long-range volume forces and moments, exchanged by non-adjacent beam segments as a result of their relative motion described in terms of pure deformation modes of the beam. The use of these generalized measures of relative motion allows constructing an equivalent mechanical model of non-local effects. Specifically, long-range volume forces and moments are associated with three spring-like connections acting in parallel between couples of non-adjacent beam segments, and separately accounting for pure axial, pure bending and pure sh…

Timoshenko beam theoryPhysicsMechanical EngineeringSpring-like connectionMechanicsPure shearPure deformation modeNon localCondensed Matter PhysicsPotential energyLong-range interactionClassical mechanicsShear (geology)Non-local Timoshenko beamMechanics of MaterialsLong-range interactions; Non-local Timoshenko beam; Pure deformation modes; Spring-like connections; Mechanical Engineering; Mechanics of Materials; Condensed Matter PhysicsPure bendingPhysics::Accelerator PhysicsMechanics of MaterialMinificationSettore ICAR/08 - Scienza Delle CostruzioniBeam (structure)
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Analytical solution for the magneto-electro-elastic bimorph beam forced vibrations problem

2009

Based on the Timoshenko beam theory and on the assumption that the electric and magnetic fields can be treated as steady, since elastic waves propagate very slowly with respect to electromagnetic ones, a general analytical solution for the transient analysis of a magneto-electro-elastic bimorph beam is obtained. General magneto-electric boundary conditions can be applied on the top and bottom surfaces of the beam, allowing us to study the response of the bilayer structure to electromagnetic stimuli. The model reveals that the magneto-electric loads enter the solution as an equivalent external bending moment per unit length and as time-dependent mechanical boundary conditions through the def…

Timoshenko beam theoryPhysicsSmart structures bimorph magneto-electro-elasticityBimorphStiffnessMechanicsCondensed Matter PhysicsAtomic and Molecular Physics and Opticsfree and forced vibrationanalytical solutionClassical mechanicsMechanics of MaterialsElectromagnetismBending stiffnessSignal ProcessingmedicineBending momentGeneral Materials ScienceBoundary value problemElectrical and Electronic Engineeringmedicine.symptomSettore ING-IND/04 - Costruzioni E Strutture AerospazialiBeam (structure)magneto-electro-elastic bimorph beamCivil and Structural Engineering
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Timoshenko vs Euler-Bernoulli beam: fractional visco-elastic behaviour

2013

The Euler-Bernoulli beam theory is well established in such a way that engineers are very confident with the determination of stress field or def lections of the elastic beam based on this theory. Conversely Timoshenko theory is not so much used by engineers. However in such cases Euler-Bernoulli theory that n eglects the effect of transversal shear deformation leads to unacceptable results. For inst ance when dealing with the visco-elastic behaviour the shear deformations play a fundamental role. Recent studies [1]-[2] on the response evaluation of visco-elastic Euler-Bernoulli beam under quasi-static and dynamic loads, have been stressed that for better capturing the visco-elastic behavio…

Timoshenko beam fractional calculus visco-elasticity
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Las pinturas murales de los arcosolios del Cementerio del Conjunto Histórico de San Juan del Hospital de Valencia

2020

Los últimos trabajos de restauración llevados a cabo en los arcosolios del cementerio del Conjunto Histórico de San Juan del Hospital de Valencia han sacado a la luz parte de las pinturas murales que sirvieron como decoración al intradós de estas pequeñas arquitecturas funerarias. Dichas pinturas, ocultas bajo diferentes capas de cal desde mediados del siglo XIV, se suman a las descubiertas en las anteriores etapas de rehabilitación y restauración en la capilla de San Miguel y en el arcosolio llamado de Fernández Heredia. De este modo el conjunto hospitalario se sitúa entre los monumentos con más numerosos e interesantes restos pictóricos murales de época medieval de la ciudad de Valencia. …

UNESCO::CIENCIAS DE LAS ARTES Y LAS LETRASMar0211-5808 9678 Archivo de arte valenciano 564145 2020 101 7707975 Las pinturas murales de los arcosolios del Cementerio del Conjunto Histórico de San Juan del Hospital de Valencia Sabaté Lerínse suman a las descubiertas en las anteriores etapas de rehabilitación y restauración en la capilla de San Miguel y en el arcosolio llamado de Fernández Heredia. De este modo el conjunto hospitalario se sitúa entre los monumentos con más numerosos e interesantes restos pictóricos murales de época medieval de la ciudad de Valencia. En el siguiente artículo se aborda el estudio y la descripción de los motivos decorativos encontradospeninsulares y localesocultas bajo diferentes capas de cal desde mediados del siglo XIVponiéndolos en relación con los conservados en otros conjuntos europeos:CIENCIAS DE LAS ARTES Y LAS LETRAS [UNESCO]Emilio Jesús Los últimos trabajos de restauración llevados a cabo en los arcosolios del cementerio del Conjunto Histórico de San Juan del Hospital de Valencia han sacado a la luz parte de las pinturas murales que sirvieron como decoración al intradós de estas pequeñas arquitecturas funerarias. Dichas pinturasDíaz Garcíaubicando las pinturas de San Juan en su contexto histórico-artístico a nivel localnacional e internacional. Una de las aportaciones más importantes es el descubrimiento de la estrecha relación entre las pinturas murales conservadas en una de las capillas exteriores de la Catedral de Valencia y las que decoran los arcosolios del conjunto sanjuanista. 27 40
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Symplectic analysis of thin-walled curved box girders with torsion, distortion and shear lag warping effects

2022

Shear lag effect and torsional and distortional warping can significantly affect the performance of thin-walled curved box girders used in modern bridge engineering. The structural behaviour of these bridges exhibits complexity due to coupled bending and torsion together with warping effects of non-uniform torsion, distortion and shear lag. A practical method of analysis, based on the symplectic approach, with the same perspective as the Higher Order Beam Theories, is presented for overcoming the difficulties of numerical approaches via the Finite Element Method. In this paper, the Hamiltonian Structural Analysis method implements the analysis of the shear lag effect together with non-unifo…

WarpingSymplectic ElasticityHamiltonian Structural AnalysisMechanical EngineeringShear-lagTimoshenko curved beamsDistortionBuilding and ConstructionCurved bridgesNon-uniform torsionGBTThin-walled beamsBox girdersHigher Order Beam TheoriesCivil and Structural Engineering
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