Search results for " and Effects"

showing 10 items of 46 documents

Global Food Prices and Domestic Inflation: Some Cross-Country Evidence

2015

We study the impact of global food price shocks on domestic inflation in a large group of countries. For advanced economies, a 10% increase in global food inflation raises domestic inflation by about 0.5 percentage point after a year; however, the impact has declined over time and become less persistent. The global food price shocks of the 2000s had a much bigger impact on domestic inflation in emerging and developing economies than in advanced economies. This could reflect the smaller share of food in the consumption baskets in advanced economies. We also provide evidence that inflation expectations are more anchored in advanced than in emerging economies, which could also explain the smal…

InflationEconomics and Econometricsmedia_common.quotation_subjectFood pricesDeveloping countryMonetary economicsInflation;Food prices;pass-through food economies food price General Monetary Policy (Targets Instruments and Effects) Open Economy MacroeconomicsQ020502 economics and businessEconomicsPrice level050207 economicsE58Emerging marketsE31Price shockGeneral Environmental Sciencemedia_commonConsumption (economics)050208 financeCross countryInformal sectorEconomic sector05 social sciencesInternational economicsQ11DeflationGeneral Earth and Planetary SciencesDeveloped countryIMF Working Papers
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Improved FE model for simulation of friction stir welding of different materials

2010

Abstract One of the most relevant aspects of friction stir welding is the possibility to weld different materials. In the present paper, the authors present an improved continuum finite element model for the simulation of friction stir welding processes aimed to obtain T joints, made of a stringer in AA7175-T73511 and of a skin in AA2024-T4. The model, taking into account the thermomechanical behaviours of the two different materials, is utilised to study the occurring material flow and residual stress state. Numerical results are compared with experimental observations: the model is able to predict the material flow, obtaining important information on the joint failure mode.

Materials scienceMechanical engineeringWeldingCondensed Matter PhysicsFriction stir welding T joints Different materials FEMFinite element methodMaterial flowlaw.inventionStringerResidual stresslawFriction stir weldingGeneral Materials ScienceComposite materialSettore ING-IND/16 - Tecnologie E Sistemi Di LavorazioneFailure mode and effects analysisJoint (geology)Science and Technology of Welding and Joining
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Safety analysis of the DONES primary heat removal system

2020

Abstract The development of a neutron source able to reproduce the irradiation conditions typical of a nuclear fusion reactor, in order to test candidate structural materials, is the main goal of the Work Package Early Neutron Source (WPENS) of the EUROfusion action. This source, named Demo Oriented NEutron Source (DONES), is a facility where neutrons are produced by means of D-Li interactions. More in detail, a beam of 125 mA deuterium ions at the energy of 40 MeV strikes a lithium jet flowing in a purposely shaped channel in order to obtain an intense and stable neutron flux for the irradiation of material samples. In the framework of these activities, safety analyses are a key aspect in …

Materials scienceNuclear engineeringLithium loopchemistry.chemical_element7. Clean energy01 natural sciences010305 fluids & plasmasMELCORNeutron flux0103 physical sciencesMELCORRelap5-3DGeneral Materials ScienceNeutron010306 general physicsSafety analysisSettore ING-IND/19 - Impianti NucleariCivil and Structural EngineeringMechanical EngineeringFusion powerNuclear Energy and EngineeringchemistryPHRSNeutron sourceLithiumDONESFailure mode and effects analysisBeam (structure)
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Drop weight tensile impact testing of adhesively bonded carbon/epoxy laminate joints

2012

Abstract Crashworthiness of composite structures is a key issue for the design of lightweight vehicles. In particular the joined parts of the structures must be able to absorb a high amount of energy in order to protect the passengers. In this paper the dynamic behavior of adhesively bonded carbon/epoxy laminate joints is investigated. The adherends are made of unidirectional plies, whose orientations are carefully chosen in order to assess the influence of the adherend mechanical properties on the joint behavior. A drop weight machine has been modified in order to impact specimens under tension. Single lap joints are tested under impact tension at velocities from 1 to 4 m/s. Results of the…

Materials sciencePolymers and PlasticsTension (physics)General Chemical EngineeringStiffnessEpoxyBiomaterialsLap jointvisual_artUltimate tensile strengthvisual_art.visual_art_mediummedicineCrashworthinessmedicine.symptomComposite materialFailure mode and effects analysisJoint (geology)International Journal of Adhesion and Adhesives
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Experimental and numerical analysis of aluminum-aluminum bolted joints subject to an indentation process

2015

Abstract The increasing interest of the industry (especially automotive, aviation and marine) in the fastener joints (riveted, bolted, etc.) between metallic materials, has re-opened the study on the possibility to improve the performance of the drilled structure using plastic deformation processes. Indentation process, performed before the drilling operation, creates circumferential compression stresses around the hole which increase significantly the mechanical performance of the drilled structures. In this paper, static and the fatigue performances of aluminum–aluminum (AW 6082-T6) single-lap bolted joints are studied. In particular, the study compares the mechanical strength of only dri…

Materials sciencebusiness.product_categorybusiness.industryMechanical EngineeringStructural engineeringCompression (physics)FastenerIndustrial and Manufacturing EngineeringFinite element methodSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineMechanics of MaterialsResidual stressModeling and SimulationIndentationBolted jointSettore ING-IND/17 - Impianti Industriali MeccaniciGeneral Materials ScienceComposite materialbusinessSettore ING-IND/15 - Disegno E Metodi Dell'Ingegneria IndustrialeFailure mode and effects analysisJoint (geology)Single-lap joint Indentation process Residual stress Fatigue Finite element analysis
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Three-Point Flexural Behaviour of GFRP Sandwich Composites: A Failure Map

2010

In this work, the failure mechanisms of GFRP/PVC foam core sandwich structures subjected to three-point bending are analysed. By varying the skin thickness (t ) and the span length between supports (l), experimental tests were carried out in order to find the relationship between the geometrical configuration of the sandwiches and the failure mechanism. By plotting failure mechanism on a graph of l against t , a failure map was created identifying the three typical failure mode regions of these sandwiches. The graph clearly shows the failure mode corresponding to each combination of l and t . To help optimise the use of these sandwich beams as structural elements, a theoretical failure mode…

Materials sciencefailure mechanismbusiness.industryThree point flexural testMechanical Engineeringfailure mapStructural engineeringBendingFibre-reinforced plasticthree-point bendingSpan (engineering)Settore ING-IND/22 - Scienza E Tecnologia Dei MaterialiFlexural strengthMechanics of MaterialsCeramics and CompositesGraph (abstract data type)SandwichPoint (geometry)Composite materialbusinessFailure mode and effects analysisAdvanced Composite Materials
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Numerical Modeling Approaches of FRCMs/SRG Confined Masonry Columns

2019

The Fabric Reinforced Cementitious Matrices (FRCMs) and Steel Reinforced Grout (SRG) are a promising strengthening solution for existing masonry since inorganic matrix is considerably compatible with historical substrates. The present paper is focused on a Finite Element (FE) analysis of masonry columns confined with FRCM composites developed by Abaqus-code. The masonry columns were modelled using a macro model approach. The model was performed by using the following functions Concrete Damage Plasticity (CDP) and the Plastic (P) in order to describe the constitutive laws of material for masonry columns and external reinforcement, respectively. Typical failures of FRCM-systems are slippage o…

Materials sciencemasonry columnsGeography Planning and Development0211 other engineering and technologiesfabric/matrix bond020101 civil engineering02 engineering and technologyengineering.material0201 civil engineeringFRCM systemslcsh:HT165.5-169.9Matrix (mathematics)Overlap zone021110 strategic defence & security studiesbusiness.industryGroutBuilding and ConstructionStructural engineeringMasonrylcsh:City planningFinite element methodUrban Studiesnumerical modelinglcsh:TA1-2040confinementengineeringCementitiousSlippagebusinesslcsh:Engineering (General). Civil engineering (General)Failure mode and effects analysisFrontiers in Built Environment
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Structural Behavior of Telescopic Steel Pipe for a Full-Scale 60 kW Wind Turbine Tower

2020

A simple analytical model, including local effects due to buckling and shear to moment interaction, was developed to pre-dict the load-carrying capacity of CHS tubes under flexure and shear. A finite-element analysis with ABAQUS Code was also conducted for validation of the proposed model. By properly modeling the imperfection effects due to the ovalization of steel tube, a good correlation of the structural response and failure mode was also achieved, and a good correlation with the analytical model was also achieved. Numerical and analytical results were compared with experimental results recently obtained by the author with good agreement. Experimental tests refer to full-scale static te…

Materials science· Ovalization&nbspFull scale020101 civil engineering02 engineering and technologyTurbine0201 civil engineering· Full-scale tests&nbsp0203 mechanical engineeringDuctility· Metal and composite structuresCivil and Structural Engineeringbusiness.industry· Buckling&nbspStructural engineeringShear-to-moment interaction&nbsp· Flexural strength&nbspMoment (mathematics)Shear (sheet metal)Settore ICAR/09 - Tecnica Delle Costruzioni020303 mechanical engineering & transportsBucklingbusinessTowerFailure mode and effects analysis· Steel pipes&nbsp
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Ultimate Shear of RC Beams with Corroded Stirrups and Strengthened with FRP

2019

Transverse reinforcement plays a key role in the response behavior of reinforced concrete beams. Therefore, corrosion of steel stirrups may change the failure mode of elements from bending to shear, leading to a brittle and catastrophic crisis. It is important to strengthen reinforced concrete beams with corroded stirrups to enhance the shear resistance. This paper presents a formulation, based on the modified compression field theory, to estimate the ultimate shear of reinforced concrete beams strengthened with FRP, because of stirrup corrosion. The detrimental effect of corrosion on steel stirrup yield strength was taken into account by introducing an empirical decay law. The effective st…

Modified Compression Field TheoryBeams; Corrosion; FRP; MCFT; Parametric analysis; Reinforced concrete; Shear; Stirrups; Civil and Structural Engineering; Building and ConstructionMaterials science0211 other engineering and technologies020101 civil engineering02 engineering and technologyshearstirrupslcsh:TH1-97450201 civil engineeringCorrosioncorrosion; stirrups; shear; FRP; MCFT; reinforced concrete; beams; parametric analysisBrittleness021105 building & constructionArchitectureMCFTCivil and Structural EngineeringEnvironmental Science (all)corrosion2300Parametric analysibusiness.industryBeamStructural engineeringBuilding and ConstructionFibre-reinforced plasticBeams; Corrosion; FRP; MCFT; Parametric analysis; Reinforced concrete; Shear; Stirrups; Architecture; 2300; Environmental Science (all); Civil and Structural Engineering; Building and ConstructionReinforced concretereinforced concreteStirrupShear (geology)parametric analysisbeamsbusinessFailure mode and effects analysisFRPlcsh:Building constructionBuildings; Volume 9; Issue 2; Pages: 34
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Nonlinear FE analysis of out-of-plane behaviour of masonry walls with and without CFRP reinforcement

2014

Abstract The out-of-plane behaviour of unreinforced and CFRP reinforced masonry wall is studied by means of experimental investigation and numerical FE modelling. The latter is based on a linear constitutive law both for ashlars and mortar joints constituting masonry and the lines of potential delamination are taken into account by means of an interface element with bi-linear law, reproducing the opening failure mode. When reinforcement is introduced, an interface element with bi-linear law is also used, reproducing sliding failure mode. Comparison between numerical and experimental results show the reliability of the modelling. Moreover, a parametric analysis is carried out in order to inv…

Numerical analysis Experimental investigation Masonry wall CFRP reinforcement Interface behaviour Out-of-plane behaviourMaterials sciencebusiness.industryNumerical analysisConstitutive equationDelaminationBuilding and ConstructionStructural engineeringMasonrySettore ICAR/09 - Tecnica Delle CostruzioniNonlinear systemGeneral Materials ScienceMortarComposite materialReinforcementbusinessFailure mode and effects analysisCivil and Structural EngineeringConstruction and Building Materials
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