Search results for "stiffne"

showing 10 items of 533 documents

Optimal design of flax fiber reinforced polymer composite as a lightweight component for automobiles from a life cycle assessment perspective

2019

The present study combines the generalized rule-of-mixture (ROM) model and the Ashby material selection method for the life cycle assessment (LCA) of flax fiber reinforced polymers (FRPs) and glass FRPs (GFRPs). The ROM model allows life cycle environmental impact predictions according to specific parameters of flax FRPs such as fiber format, volume fraction, manufacturing technique, and load-bearing capacity. The comparisons applied in this study are constructed on two common composite structures: mat panels and injection molded struts with equal stiffness and strength as the design criteria. On the one hand, the parametric LCA predicts that the equal strength design criterion for flax FRP…

Composite number0211 other engineering and technologiesYoung's modulus02 engineering and technology010501 environmental sciences01 natural sciencesindustrial ecologysymbols.namesakelife cycle assessmentMaterial selectionflax fibermedicinecomposite021108 energyFiberComposite materialSettore ING-IND/16 - Tecnologie E Sistemi Di LavorazioneLife-cycle assessment0105 earth and related environmental sciencesGeneral Environmental ScienceGeneral Social SciencesStiffnessrule-of-mixture modelVolume (thermodynamics)Volume fractionsymbolsautomotivemedicine.symptomJournal of Industrial Ecology
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A symmetric tangent stiffness approach to cohesive mechanical interfaces in large displacements

2022

The present article proposes a formulation for a cohesive interface element in large displacement conditions. Theoretical and computational aspects, useful for an effective and efficient finite element implementation, are examined in details. A six-node (or higher) isoparametric interface element for two dimensional cohesive fracture propagation problems is developed. The element operators are consistently derived by a variational approach enforced in the current configuration, where a current frame is defined with axes tangential and normal to the middle line of the interface opening displacement gap. Under the constitutive assumption of small value of the modulus of the vector product bet…

Computational Mathematicssymmetric tangent stiffneComputational MechanicsLarge displacementmechanical interfacesSettore ICAR/08 - Scienza Delle Costruzionicohesive interface
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Some comments on the experimental behavior of FRC beams in flexure

2008

In the present paper the experimental results, recently obtained by the authors, regarding the monotonic and the cyclic flexural response of normal and high-strength concrete beams reinforced with steel bars and discontinuous fibers, are shown. From the experimental results, all referred to low values of shear-to-depth ratios, it emerges clearly that the shear failure is brittle especially under cyclic actions highlighting the role of the fibers in the flexural behavior of the beams. The cyclic action produces a significant decay in the stiffness and in the strength capacity of the beams, and the addition of fibers reduces these negative effects. Form theoretical point of view good agreemen…

Concrete beamsMaterials scienceDeformation (mechanics)business.industrydesignStiffnessStructural engineeringshear and flexural strengthshearPhysics and Astronomy (all)Settore ICAR/09 - Tecnica Delle CostruzioniBrittlenessShear (geology)Flexural strengthCreepsteel fibermedicinebeammedicine.symptombusinesscyclic action
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Crack bifurcations in a strained lattice

1996

Dynamic crack propagation in a strained, granular, and brittle material is investigated by modeling the material as a lattice network of elastic beams. By tuning the strain and the ratio of axial to bending stiffness of the beams, a crack propagates either straight, or it branches, or it bifurcates. The crack tip velocity is calculated approximately for cracks that propagate straight. In a bifurcated crack the number of broken beams follows a scaling law. The shape of the branches is found to be the same as in recent experiments.

Condensed Matter::Materials ScienceScaling lawBrittlenessMaterials scienceLattice (order)Bending stiffnessPhysics::Accelerator PhysicsFracture mechanicsMechanicsPhysics::Classical PhysicsLattice networkPhysics::GeophysicsPhysical Review B
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Dynamic analysis for axially moving viscoelastic panels

2012

In this study, stability and dynamic behaviour of axially moving viscoelastic panels are investigated with the help of the classical modal analysis. We use the flat panel theory combined with the Kelvin–Voigt viscoelastic constitutive model, and we include the material derivative in the viscoelastic relations. Complex eigenvalues for the moving viscoelastic panel are studied with respect to the panel velocity, and the corresponding eigenfunctions are found using central finite differences. The governing equation for the transverse displacement of the panel is of fifth order in space, and thus five boundary conditions are set for the problem. The fifth condition is derived and set at the in-…

Constitutive equationDynamicMaterial derivative02 engineering and technology01 natural sciencesViscoelasticityDisplacement (vector)Physics::Fluid DynamicsViscositystabiilius0203 mechanical engineeringMaterials Science(all)viscoelasticModelling and Simulation0103 physical sciencesGeneral Materials ScienceBoundary value problemta216010301 acousticsMathematicsViscoelasticdynamicominaisarvotMechanical EngineeringApplied MathematicsLiikkuvapalkkiFlexural rigidityBeamEigenvaluesMechanicsviscoelastinenstabilityCondensed Matter Physics020303 mechanical engineering & transportsdynaaminenMechanics of MaterialsModeling and SimulationBending stiffnessbeamMovingliikkuminenStabilityInternational Journal of Solids and Structures
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A symmetric nonlocal damage theory

2003

The paper presents a thermodynamically consistent formulation for nonlocal damage models. Nonlocal models have been recognized as a theoretically clean and computationally efficient approach to overcome the shortcomings arising in continuum media with softening. The main features of the presented formulation are: (i) relations derived by the free energy potential fully complying with nonlocal thermodynamic principles; (ii) nonlocal integral operator which is self-adjoint at every point of the solid, including zones near to the solid's boundary; (iii) capacity of regularizing the softening ill-posed continuum problem, restoring a meaningful nonlocal boundary value problem. In the present app…

Continuum (measurement)Applied MathematicsMechanical EngineeringMathematical analysisNonlocal boundaryTangentLocalization limiterCondensed Matter PhysicsNonlocal damageAssociative damageModuliQuantum nonlocalityMechanics of MaterialsModeling and SimulationThermodynamicsGeneral Materials ScienceTangent stiffness matrixSettore ICAR/08 - Scienza Delle CostruzioniSofteningAssociative propertyMathematicsInternational Journal of Solids and Structures
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Stochastic linearization critically re-examined

1997

Abstract The stochastic linearization technique, widely used for the analysis of nonlinear dynamic systems subjected to random excitations, is revisited. It is shown that the standard procedure universally adopted for determining the so-called effective stiffness of the equivalent linear system is erroneous in all previous publications. Two error-free stochastic linearization techniques are elucidated, namely those based on (1) the force linearization and (2) energy linearization.

Control theoryLinearizationGeneral MathematicsApplied MathematicsLinear systemNonlinear dynamic systemsGeneral Physics and AstronomyStatistical and Nonlinear PhysicsFeedback linearizationEffective stiffnessEnergy (signal processing)Standard procedureMathematics
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Effects of confinement level, cross-section shape and corner radius on the cyclic behavior of CFRCM confined concrete columns

2014

Abstract The main results of an experimental research aiming to investigate the behavior of medium-size low-strength concrete columns wrapped with Carbon Fiber Reinforced Cementitious Matrix (CFRCM) under monotonic and cyclic compressive axial loads are presented. Thirty columns with circular, square and rectangular cross-sections were tested under monotonic and cyclic axial loads to investigate the effect of the confinement level, the cross-section shape and the corner radius on the stiffness, strength, and ductility of CFRCM confined concrete columns under cyclic loads. The results prove that CFRCM confining jackets provide substantial gain in compressive strength, deformability and absor…

Corner radiusMaterials sciencebusiness.industryStiffnessBuilding and ConstructionStructural engineeringExperimental testsSquare (algebra)Cross section (physics)Settore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthEnergy absorbingmedicineCementitious matrixGeneral Materials ScienceCarbon fiberComposite materialmedicine.symptomDuctilitybusinessCementitious matrixCyclic actionCivil and Structural EngineeringConfinement
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Refined equivalent single layer formulations and finite elements for smart laminates free vibrations

2014

A family of 2D refined equivalent single layer models for multilayered and functionally graded smart magneto-electro-elastic plates is presented. They are based on variable kinematics and quasi-static behavior for the electromagnetic fields. First, the electromagnetic state of the plate is determined by solving the strong form of the electromagnetic governing equations coupled with the corresponding interface continuity conditions and external boundary conditions. The electromagnetic state is then condensed into the plate kinematics, whose governing equations can be written using the generalized principle of virtual displacements. The procedure identifies an effective elastic plate kinemati…

CouplingElectromagnetic fieldMaterials scienceMechanical Engineeringmedia_common.quotation_subjectConstitutive equationStiffnessComputational modelingInertiaSmart materialSmart laminatesIndustrial and Manufacturing EngineeringFinite element methodLaminate mechanicMechanics of MaterialsCeramics and CompositesmedicineBoundary value problemmedicine.symptomComposite materialSettore ING-IND/04 - Costruzioni E Strutture Aerospazialimedia_common
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Variable kinematics models and finite elements for nonlinear analysis of multilayered smart plates

2015

Abstract A variable kinematics approach for moderately large deflection analysis of smart magneto-electro-elastic multilayered plates is presented. The approach is based on the condensation of the electro-magnetic state into the plate kinematics, whose nonlinear strain–displacement relationships are expressed in the von Karman sense. This leads to models resulting in an effective mechanical plate, which takes the multifield coupling effects into account by the plate stiffness, inertia and loading characteristics, consistently defined as combinations of the layers material properties. By a unified approach, both equivalent single layer and layerwise models are developed formulating the assoc…

CouplingGeometrical nonlinear analysiEngineeringbusiness.industrymedia_common.quotation_subjectStiffnessStructural engineeringKinematicsInertiaFinite element methodNonlinear systemFinite elementMultilayered smart platesCeramics and Compositesmedicinemedicine.symptomSmart structureSettore ING-IND/04 - Costruzioni E Strutture AerospazialibusinessMaterial propertiesCivil and Structural Engineeringmedia_commonVariable (mathematics)Composite Structures
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