Search results for "solid mechanics"

showing 10 items of 93 documents

Experimental dynamic analysis of elastic-plastic shear frames with secondary structures

2003

Various experimental models are developed to study the influence of lightweight secondary structures on the dynamic response of elastic and elastic-plastic shear frames. Small-scale two-story model frames, with an elastic single-degree-of-freedom secondary structure attached, are considered for sinusoidal and random in-plane support excitation. Both elastic and elastic-plastic responses are recorded by varying the material properties of the columns of a distinguished floor. Parametric studies are performed by varying the secondary structure's fundamental frequency and damping. Experimental results are compared with those obtained by computational simulations. Experimental and numerical resu…

Materials scienceSmall-scale modelbusiness.industryMechanical EngineeringAerospace EngineeringStructural engineeringFundamental frequencyNon-structural elementElastic-plastic structureShear (geology)Mechanics of MaterialsExcited stateSupport excitationSolid mechanicsMaterial propertiesbusinessProtein secondary structureExcitationParametric statistics
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Design considerations of high RAP-content asphalt produced at reduced temperatures

2018

In many countries recycling of reclaimed asphalt pavement (RAP) for road surface layers is limited to a maximum of 10–30%. This is due to technical limitation of common asphalt plant but also to specifications that are still restrictive when it comes to increasing RAP in surface courses. The mistrust in this practice is mainly related to uncertainty in performance of these mixes as well as to existing fundamental issues with the mix design, especially when production temperatures are lowered. This paper analyses some of the factors affecting the design of warm asphalt mixtures for surface course layers containing 50% RAP, and suggests a framework to justify the common assumption of full ble…

Degree of blending (DoB)ImaginationReclaimed asphalt pavement (RAP)Materials sciencemedia_common.quotation_subject0211 other engineering and technologiesMix design02 engineering and technology010501 environmental sciences01 natural sciencesMix designAsphalt pavementWarm mix asphalt021105 building & constructionUltimate tensile strengthSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceStatistical analysisComposite material0105 earth and related environmental sciencesCivil and Structural Engineeringmedia_commonBuilding and ConstructionFull blendingMechanics of MaterialsAsphaltRoad surfaceReclaimed asphalt pavement (RAP) Degree of blending (DoB) Full blending Mix design Warm mix asphaltSolid mechanicsFull blending Mix designMaterials and Structures
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NUMERICAL-EXPERIMENTAL METHOD FOR THE ANALYSIS OF RESIDUAL STRESSES IN COLD-EXPANDED HOLES

2012

Hole cold expansion is a technique widely used to improve the fatigue life of components with holes, e.g. bolted or riveted joints. As it has been demonstrated in literature by analytical, numerical and experimental analyses carried out by several authors, the compressive residual stresses introduced by the hole cold expansion have a beneficial influence on both the static and the fatigue strength of the treated component, because they reduce significantly the typical stress peaks around the hole due to stress concentration. In the literature, various analyses of the residual stresses introduced by the hole cold expansion have been performed by using several methods such as X-ray diffractio…

DiffractionMaterials sciencebusiness.industryMechanical EngineeringNeutron diffractionFatigue strengthAerospace EngineeringResidual stresseMechanicsStructural engineeringFatigue limitStress (mechanics)Hole cold expansionSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineDeep hole drillingMechanics of MaterialsResidual stressSolid mechanicsMechanical methodbusinessStress concentration
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Error and Uncertainty Analysis of Non-Uniform Residual Stress Evaluation by Using the Ring-Core Method

2016

Like other mechanical methods used for the residual stress evaluation on a generic structural component, the Ring-Core Method (RCM) is potentially subjected to various error sources that in some particular experimental conditions can lead to significant errors and/or uncertainties on the computed residual stresses. The accuracy of the residual stresses computed by the RCM can be improved by a proper error analysis that allows the user to correct the systematic errors, as well as to evaluate the remaining stress uncertainty due to the random errors. Therefore, in order to give a contribution to the accuracy of the RCM, in the present work the list of the main error sources is presented and t…

EngineeringWork (thermodynamics)Field (physics)Aerospace Engineering02 engineering and technologyStress (mechanics)Settore ING-IND/14 - Progettazione Meccanica E Costruzione Di Macchine0203 mechanical engineeringResidual stressError and uncertainty analysiRing core methodSettore ING-IND/15 - Disegno E Metodi Dell'Ingegneria IndustrialeUncertainty analysisOrientation (computer vision)business.industryMechanical EngineeringResidual stresse021001 nanoscience & nanotechnologyFinite element methodReliability engineering020303 mechanical engineering & transportsMechanics of MaterialsSolid mechanics0210 nano-technologybusinessAlgorithm
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Static chiral Willis continuum mechanics for three-dimensional chiral mechanical metamaterials

2019

International audience; Recent static experiments on twist effects in chiral three-dimensional mechanical metamaterials have been discussed in the context of micropolar Eringen continuum mechanics, which is a generalization of linear Cauchy elasticity. For cubic symmetry, Eringen elasticity comprises nine additional parameters with respect to linear Cauchy elasticity, of which three directly influence chiral effects. Here, we discuss the behavior of the static case of an alternative generalization of linear Cauchy elasticity, the Willis equations. We show that in the homogeneous static cubic case, only one additional parameter with respect to linear Cauchy elasticity results, which directly…

PhysicsCharacteristic lengthContinuum mechanicsCauchy distributionMetamaterial02 engineering and technology021001 nanoscience & nanotechnology01 natural sciences[PHYS.MECA.ACOU]Physics [physics]/Mechanics [physics]/Acoustics [physics.class-ph][PHYS.MECA.MEMA]Physics [physics]/Mechanics [physics]/Mechanics of materials [physics.class-ph]Classical mechanicsHomogeneous0103 physical sciences[PHYS.MECA.SOLID]Physics [physics]/Mechanics [physics]/Solid mechanics [physics.class-ph][SPI.OPTI]Engineering Sciences [physics]/Optics / PhotonicTwistElasticity (economics)[SPI.NANO]Engineering Sciences [physics]/Micro and nanotechnologies/Microelectronics010306 general physics0210 nano-technology
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Simplified analytical models for compressed concrete columns confined by FRP and FRCM system

2017

In order to consider the response of concrete columns confined by FRP and FRCM system, proper models have to be formulated. In this context the present paper shows a generalized criterion for the determination of the increase in strength, in ductility and in dissipated energy for varying corner radius ratio of the cross section and fiber volumetric ratio. The procedure is based on the best fitting of several experimental data and unlike the usual empirical approaches available in the literature, the proposed technique relates the confinement effectiveness to a single parameter representative of the relative stiffness between the original concrete core and the reinforcement system. Furthermo…

Simplified modelComputer science0211 other engineering and technologies020101 civil engineeringContext (language use)02 engineering and technology0201 civil engineeringCross section (physics)021105 building & constructionConcrete columns; Corner radius ratio; Fiber volumetric ratio; FRP and FRCM jacketing; Simplified model; Civil and Structural Engineering; Building and Construction; Materials Science (all); Mechanics of MaterialsGeneral Materials ScienceLimit (mathematics)DuctilityFiber volumetric ratioReliability (statistics)Civil and Structural Engineeringbusiness.industryFRP and FRCM jacketingStructural engineeringBuilding and ConstructionDissipationFibre-reinforced plasticMechanics of MaterialsCorner radius ratioSolid mechanicsMaterials Science (all)businessConcrete column
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Fatigue life estimation for 30CrNiMo8 steel under in- and out-of-phase combined bending and torsion with variable amplitudes

1996

Fatigue life successively calculated according to three criteria of multiaxial fatigue for randomly varying loading is compared with fatigue life obtained by Sanetra and Zenner in testing cylindrical specimens of 30CrNiMo8 steel by in- and out-of-phase bending and torsion with variable amplitudes. The position of the plane of fatigue fracture is determined using the variance method. The histories of equivalent stresses are schematically represented by the Monte Carlo method. Fatigue damage was computed using the Palmgren-Miner hypothesis. The most realistic estimates of fatigue life in the scatter band of the results with a factor of 3 are obtained on the basis of the criterion of maximum t…

Variance methodStructural materialMaterials sciencebusiness.industryMechanical EngineeringMonte Carlo methodTorsion (mechanics)Structural engineeringCondensed Matter PhysicsOut of phaseAmplitudeMechanics of MaterialsSolid mechanicsShear stressGeneral Materials SciencebusinessMaterials Science
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Photoelastic Analysis of Edge Residual Stresses in Glass by Automated “Test Fringes” Methods

2011

Since the glass is a birefringent material, the analysis of residual stress in glass is usually carried out by means of photoelastic methods. This paper considers the automation of the “test fringes” method which is based on the use of a Babinet compensator or of a beam subjected to bending. In particular, two automated methods are proposed: the first one is based on the use of the centre fringe method in monochromatic light and the second one is based on the use of RGB photoelasticity in white light. The proposed methods have been applied to the analysis of membranal residual stresses in some tempered glasses, showing that they can effectively replace manual methods of photoelastic analysi…

PhotoelasticityMaterials scienceBirefringencebusiness.industryMechanical EngineeringAerospace EngineeringBendingEdge (geometry)Glass Residual stresses Digital photoelasticity Image processingSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineOpticsMechanics of MaterialsResidual stressSolid mechanicsMonochromatic colorbusinessBeam (structure)
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Microstructure–property relation and machine learning prediction of hole expansion capacity of high-strength steels

2021

Abstract The relationship between microstructure features and mechanical properties plays an important role in the design of materials and improvement of properties. Hole expansion capacity plays a fundamental role in defining the formability of metal sheets. Due to the complexity of the experimental procedure of testing hole expansion capacity, where many influencing factors contribute to the resulting values, the relationship between microstructure features and hole expansion capacity and the complexity of this relation is not yet fully understood. In the present study, an experimental dataset containing the phase constituents of 55 microstructures as well as corresponding properties, su…

Chemical contentMaterials scienceRelation (database)business.industryProperty (programming)Mechanical EngineeringMachine learningcomputer.software_genreMicrostructuremicrostructure constituents hole expansion capacity statistical analysis machine learningMechanics of MaterialsPhase (matter)Solid mechanicsFormabilityGeneral Materials ScienceStatistical analysisArtificial intelligencebusinesscomputerJournal of Materials Science
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Definition of diagonal Poisson's ratio and elastic modulus for infill masonry walls

2014

The prediction of the response of infilled frames through the simplified approach of substituting the infill with an equivalent pin-jointed strut is treated. In this framework the results of an experimental study for the mechanical characterization of different types of masonry infills having the aim of estimating strength, Young modulus and Poisson's ratio are presented. Four types of masonry were investigated and subjected to ordinary compressive tests orthogonally to the mortar beds and along the directions of the mortar beds. The experimental campaign confirmed the possibility of using an orthotropic plate model for prediction of the Poisson's ratio and Young modulus along the diagonal …

Masonry infillEngineeringDiagonalYoung's modulusinfills; framed structures; equivalent strut; Poisson’s ratio.Orthotropic materialPoisson distributionsymbols.namesakeComputer Science::Computational Engineering Finance and ScienceGeneral Materials ScienceGeotechnical engineeringMechanics of MaterialElastic modulusCivil and Structural EngineeringMasonry infillsbusiness.industryinfillsStructural engineeringBuilding and ConstructionMasonryFramed structurePoisson's ratioPoisson’s ratioPoisson's ratioSettore ICAR/09 - Tecnica Delle CostruzioniMechanics of Materialsequivalent strutSolid mechanicssymbolsEquivalent strut; Framed structures; Masonry infills; Poisson's ratio;framed structuresMaterials Science (all)business
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