Search results for "Finite element modeling"

showing 10 items of 15 documents

Determination of elastoplastic properties of TiO2 thin films deposited on dual phase stainless steel using nanoindentation tests

2010

International audience; In recent years, the extraction of mechanical behaviour of thin films by nanoindentation using sharp indenter geometry has been extensively studied. This work investigates the mechanical properties of TiO2 thin film (1 µm thickness) deposited by spin coating on dual phase Duplex stainless steel and glass substrates. Experiments are carried out with different sharp triangular pyramids (a Cube corner and a Berkovich indenter) using a commercial Nano Indenter® XP apparatus. The substrate effect has been counteracted and an inverse method proposed in literature for bulk material has been adapted to assess the elastoplastic parameters of the tested thin film directly from…

010302 applied physicsSpin coatingMaterials scienceThin filmsMetallurgy02 engineering and technologySurfaces and InterfacesGeneral ChemistrySubstrate (electronics)Inverse methodNanoindentation021001 nanoscience & nanotechnologyCondensed Matter Physics01 natural sciencesFinite element methodNanoindentationSurfaces Coatings and FilmsPhase (matter)0103 physical sciencesNano-Materials ChemistryThin film0210 nano-technologyFinite element modelingElastic modulus
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Impact loading history modulates hip fracture load and location : A finite element simulation study of the proximal femur in female athletes

2018

Sideways falls impose high stress on the thin superolateral cortical bone of the femoral neck, the region regarded as a fracture-prone region of the hip. Exercise training is a natural mode of mechanical loading to make bone more robust. Exercise-induced adaptation of cortical bone along the femoral neck has been previously demonstrated. However, it is unknown whether this adaption modulates hip fracture behavior. The purpose of this study was to investigate the influence of specific exercise loading history on fall-induced hip fracture behavior by estimating fracture load and location with proximal femur finite element (FE) models created from magnetic resonance images (MRI) of 111 women w…

02 engineering and technologyFinite element simulationWeight-Bearing0302 clinical medicinemurtumatreisiluuOrthopedics and Sports MedicineFemurOrthodonticsHip fractureluustomedicine.diagnostic_testbiologyProximal femurexerciseRehabilitationfallingfemoral neckta3142lonkkamurtumatBiomechanical Phenomenamedicine.anatomical_structureFemalevahvistaminenAdultFinite Element Analysis0206 medical engineeringBiomedical EngineeringBiophysics030209 endocrinology & metabolismbone strengthYoung Adult03 medical and health sciencesmedicineHumansFemoral neckHip Fracturesbusiness.industryAthletesMagnetic resonance imagingfinite element modelingmedicine.diseasebiology.organism_classification020601 biomedical engineeringAthletesImpact loadingAccidental FallsCortical bonebusinesshuman activitiesJournal of Biomechanics
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Effect of fall direction on the lower hip fracture risk in athletes with different loading histories : A finite element modeling study in multiple si…

2022

Physical loading makes bones stronger through structural adaptation. Finding effective modes of exercise to improve proximal femur strength has the potential to decrease hip fracture risk. Previous proximal femur finite element (FE) modeling studies have indicated that the loading history comprising impact exercises is associated with substantially higher fracture load. However, those results were limited only to one specified fall direction. It remains thus unclear whether exercise-induced higher fracture load depends on the fall direction. To address this, using magnetic resonance images of proximal femora from 91 female athletes (mean age 24.7 years with >8 years competitive career) and …

Adult212 Civil and construction engineeringHistologyurheilulajitAdolescentPhysiologyEndocrinology Diabetes and MetabolismfallFinite Element Analysisluubone strengthYoung AdultHumansharjoitteluFemur3D-mallinnusluunmurtumatRetrospective Studieskaatuminen318 Medical biotechnologyexerciseHip Fracturesfinite element modeling113 Computer and information scienceslonkkaelementtimenetelmäAthleteship fracturefracture preventionFemaleurheilijat
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Impulsive Tests on Historical Structures: The Dome of Teatro Massimo in Palermo

2016

Cultural heritage is the set of things, that having particular historical cultural and aesthetic are of public interest and constitute the wealth and civilization of a place and its people. Sharpen up methodologies aimed at safeguarding of monuments is crucial because the future may have in mind the historical past. Italy is a country that has invested heavily on its historical memory returned in large part by the historical building or the monuments. Furthermore, culture represents a fundamental indicator of the growth of the culture of a country. Consider a monitoring project of one of the most Impressive theater in the world, like “Teatro Massimo” in Palermo (Italy), means to add value t…

ApproachModal analysisExperimental dynamicNoninvasive and nondestructive0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionModal analysiFinite element method0201 civil engineeringDome (geology)Teatro massimo dome021105 building & constructionFinite element modelingSystem identificationSettore ICAR/08 - Scienza Delle CostruzioniGeologySeismologyThe Open Construction and Building Technology Journal
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Empirical Equations for the Direct Definition of Stress–Strain Laws for Fiber-Section-Based Macromodeling of Infilled Frames

2018

Equivalent strut macromodels are largely used to model the influence of infill walls in frame structures due to their simplicity and effectiveness from a computational point of view. Despite these advantages, which are fundamental to carrying out seismic simulation of complex structures, equivalent struts are phenomenological models and therefore have to conventionally account for the influence of really large amounts of geometrical and mechanical variables with a relatively simple inelastic response. Mechanical approaches, generally used to evaluate the force-displacement curve of a strut, are based on hypothesizing the damage mechanism that will occur for an infill-frame system subject to…

Infilled framesComputer science0211 other engineering and technologies020101 civil engineering02 engineering and technologyFiber section; Finite element modeling (FEM); Infilled frames; Masonry; OpenSees; Reinforced concrete; Mechanics of Materials; Mechanical Engineering0201 civil engineeringOpenSeesInfillPoint (geometry)MasonryOpenSee021110 strategic defence & security studiesbusiness.industryFiber (mathematics)OpenSeesMechanical EngineeringStress–strain curveFrame (networking)Structural engineeringFiber sectionFinite element modeling (FEM)MasonryStrength of materialsReinforced concreteSettore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsbusinessInfilled frameJournal of Engineering Mechanics
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Deformation and failure of MXene nanosheets

2020

This work is aimed at the development of finite element models and prediction of the mechanical behavior of MXene nanosheets. Using LS-Dyna Explicit software, a finite element model was designed to simulate the nanoindentation process of a two-dimensional MXene Ti3C2Tz monolayer flake and to validate the material model. For the evaluation of the adhesive strength of the free-standing Ti3C2Tz-based film, the model comprised single-layered MXene nanosheets with a specific number of individual flakes, and the reverse engineering method with a curve fitting approach was used. The interlaminar shear strength, in-plane stiffness, and shear energy release rate of MXene film were predicted using th…

Materials science02 engineering and technology010402 general chemistrylcsh:Technology01 natural sciencesArticleMonolayermedicineGeneral Materials ScienceComposite materiallcsh:Microscopylcsh:QC120-168.85Strain energy release ratelcsh:QH201-278.5lcsh:TTension (physics)MXene; mechanical behavior; finite element modelingStiffnessfinite element modelingNanoindentation021001 nanoscience & nanotechnologyFinite element method0104 chemical sciencesShear (sheet metal)lcsh:TA1-2040mechanical behaviorlcsh:Descriptive and experimental mechanicslcsh:Electrical engineering. Electronics. Nuclear engineeringDeformation (engineering)medicine.symptomlcsh:Engineering (General). Civil engineering (General)0210 nano-technologyMXenelcsh:TK1-9971
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Finite element analysis of the out-of-plane behavior of FRP strengthened masonry panels

2017

Abstract In the present study a numerical model is proposed for the response of out-of-plane loaded calcarenite masonry walls strengthened with vertical CFRP strips applied on the substrate by means of epoxy resin. A simplified structural scheme is considered consisting in a beam fixed at one end, subjected to constant axial load and out-of-plane lateral force monotonically increasing. Two different constraint conditions are taken into account: in the first one, the panel is assumed free to rotate at the top end while, in the second one, the rotation is restrained. Three-dimensional finite elements are used for the calcarenite parts and an equivalent constitutive law available in the litera…

Materials scienceConstitutive equationShell (structure)FRP-masonry interfaceCeramics and CompositeFinite element modeling; FRP strengthening; FRP-masonry interface; Masonry panels; Out-of-plane behavior; Ceramics and Composites; Mechanics of Materials; Mechanical Engineering; Industrial and Manufacturing Engineering02 engineering and technology010402 general chemistry01 natural sciencesIndustrial and Manufacturing EngineeringFRP strengtheningMechanics of MaterialMasonry panelsComposite materialFinite element modelingMasonry panelbusiness.industryMechanical EngineeringLinear elasticityStructural engineeringMasonryFibre-reinforced plastic021001 nanoscience & nanotechnologyStrength of materialsFinite element method0104 chemical sciencesSettore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsCeramics and Composites0210 nano-technologybusinessBeam (structure)Out-of-plane behavior
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Mechanical and metallurgical effects of in process cooling during friction stir welding of AA7075-T6 butt joints

2010

This paper presents the results of a combined experimental and numerical investigation focused on the effects of an in process water cooling treatment aimed at improving the final quality of friction stir welded butt joints in terms of mechanical resistance and metallurgy of the processed material. Micro and macro observations, together with the evolution of an already developed finite element tool, have been used to analyze specimens obtained under different process conditions. Water cooling was found to enhance joint strength, reducing the material softening usually observed in the thermo-mechanically affected zone area, with no detrimental effect on nugget integrity.

Materials sciencePolymers and PlasticsFriction stir weldingMetallurgyMetals and AlloysWeldingFinite element methodElectronic Optical and Magnetic Materialslaw.inventionIn process cooling treatmentslawCeramics and CompositesButt jointWater coolingFriction stir weldingFriction weldingFinite element modelingJoint (geology)SofteningSettore ING-IND/16 - Tecnologie E Sistemi Di Lavorazione
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Compressive response of concrete columns under service conditions strengthened by confining devices: from the local to the global behavior.

Il rinforzo di colonne in calcestruzzo armato tramite materiali polimerici fibrorinforzati (FRP) o tramite incamiciature in acciaio conferisce agli elementi strutturali degli edifici esistenti un elevato incremento di capacità portante e deformativa grazie alle proprietà dei materiali che svolgono la funzione di confinamento. Conoscere adeguatamente le proprietà meccaniche degli elementi in calcestruzzo confinato risulta di fondamentale importanza nell’ambito di un progetto di sistemi di rinforzo strutturale. Tuttavia, le normative attualmente vigenti non forniscono prescrizioni su come tenere in considerazione la presenza dei carichi di esercizio sugli elementi strutturali al momento dell’…

Settore ICAR/09 - Tecnica Delle CostruzioniCompressive capacity Service loads Fiber Reinforced Polimers (FRP) Confinement Steel Jacketing Finite Element Modeling
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COMPRESSIVE BEHAVIOR OF CONCRETE COLUMNS AXIALLYLOADED BEFORE CFRP-WRAPPING. REMARKS BY EXPERIMENTALNUMERICAL INVESTIGATION

2018

Strengthening of existing concrete columns with Fiber Reinforced Polymers (FRP) results generally in a satisfactory structural member improvement in terms of load and strain capacity. A reliable prediction of the capacity obtained by these reinforcement strategies requests a proper knowledge of the load-strain response of the confined concrete elements. However, so far, the available design methods and technical codes do not consider the effect of the possible presence of service loads at the moment of application of the reinforcement, and therefore, the compressive behavior of the concrete confined under preload is still unclear. In this paper, the effect of sustained loads on the compress…

Settore ICAR/09 - Tecnica Delle CostruzioniPreloading FRP-confined concrete axial compressive behavior finite element modeling
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