Search results for " Structural"

showing 10 items of 1751 documents

Flexural and Shear Resistance of Steel Fiber–Reinforced Lightweight Concrete Beams

2014

In the present paper an analytical model is proposed that is able to determine the shear resistance of lightweight reinforced concrete beams with longitudinal bars, in the presence of reinforcing steel fibers. The model is based on the evaluation of the resistance contribution resulting from beam and arch actions. For the resistance contribution of main bars in tension, the residual bond adherence of steel bars and the crack spacing of reinforced concrete (RC) beams in the presence of fibers are considered. The contribution in terms of postcracking resistance in the tension zone of the beams is also included. The model was verified on the basis of experimental data available in the literatu…

Materials scienceConcrete beamsbusiness.industryMechanical EngineeringShear resistanceBuilding and ConstructionStructural engineeringResiduallightweigth concrete beams shearSettore ICAR/09 - Tecnica Delle CostruzioniFlexural strengthShear (geology)Mechanics of MaterialsUltimate tensile strengthGeneral Materials ScienceArchbusinessBeam (structure)Civil and Structural EngineeringJournal of Structural Engineering
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A strategy for the finite element modeling of FRP-confined concrete columns subjected to preload

2018

Abstract Compressive behavior of columns strengthened by means of an outer elastic confinement provided e.g. by fiber-reinforced polymer (FRP) jackets has become a main topic in the field of structural retrofitting. In details, the problem of the response assessment of strengthened columns is still under study. Many analytical formulations have been proposed to describe the compressive behavior of confined concrete under both monotonic and cyclic loads. However, the effect of a stress/strain level in the columns already present prior to apply the confinement has been generally neglected until now, also because of the lack of well defined strategies of modeling. In this frame, here, (1) a FE…

Materials scienceConfinement lateral pressure0211 other engineering and technologies020101 civil engineeringMonotonic function02 engineering and technologyConcrete damaged plasticity model0201 civil engineering021105 building & constructionRetrofittingWell-definedfiber reinforced polymer (FRP)SofteningCivil and Structural Engineeringbusiness.industryStructural engineeringFibre-reinforced plasticFinite-element modelingPreloadingFinite element methodConfined concretePreloadSettore ICAR/09 - Tecnica Delle CostruzioniHardening (metallurgy)ABAQUSbusinessConfinement
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Thermal–mechanical and thermal–hydraulic integrated study of the Helium-Cooled Lithium Lead Test Blanket Module

2010

Abstract The Helium-Cooled Lithium Lead Test Blanket Module (HCLL-TBM) is one of the two TBM to be installed in an ITER equatorial port since day 1 of operation, with the specific aim to investigate the main concept functionalities and issues such as high efficiency helium cooling, resistance to thermo-mechanical stresses, manufacturing techniques, as well as tritium transport, magneto-hydrodynamics effects and corrosion. In particular, in order to show a DEMO-relevant thermo-mechanical and thermal–hydraulic behavior, the HCLL-TBM has to meet several requirements especially as far as its coolant thermofluid-dynamic conditions and its thermal–mechanical field are concerned. The present paper…

Materials scienceConvective heat transferMechanical EngineeringNuclear engineeringHCLL TBM Thermal-mechanical analysesThermal contactBlanketThermal conductionCoolantThermal hydraulicsNuclear Energy and EngineeringHeat fluxHeat transferGeneral Materials ScienceSettore ING-IND/19 - Impianti NucleariCivil and Structural EngineeringFusion Engineering and Design
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Formulation of a truss element for modelling the tensile response of FRCM strips

2022

Modelling the tensile behaviour of Fabric Reinforced Cementitious Matrix (FRCM) is not a straightforward task due to the inner complexity of the mechanics of this kind of composite materials. In fact, after that the matrix is cracked, the compatibility between the fibre and the surrounding mortar is lost and the system behaves as two separate elements connected by a brittle interface. For this reason, several research studies proposed computational approaches for evaluating the tensile behaviour of FRCM composites, usually referring to brick-based 3D Finite Element Models (FEM) or to complex numerical procedures. This paper shows the formulation of a simplified coupled truss element for mod…

Materials scienceCracking FRCM Interface Tensile behaviourbusiness.industryTrussBuilding and ConstructionSTRIPSStructural engineeringlaw.inventionSettore ICAR/09 - Tecnica Delle CostruzionilawGeneral Materials ScienceTensile responsebusinessCivil and Structural Engineering
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Laminated Glass Members in Compression: Experiments and Modeling

2014

It is well known that structural glass members are made by assembling thin laminated panels, which can be connected with different bonding techniques; for instance, with steel devices or with structural adhesives. The latter are very commonly used because they do not reduce the transparency of the member and make it possible to avoid stress concentrations because of the presence of holes. This technique is used to make up columns in glazing structures and different applications of the technique can be found in contemporary architecture. As evidenced by the literature, one of the most important problems in such members is caused by buckling phenomena, resulting from the slenderness of the pa…

Materials scienceCritical loadbusiness.industryMechanical EngineeringBuilding and ConstructionStructural engineeringTransparency (human–computer interaction)Compression (physics)GlazingSettore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthBucklingMechanics of MaterialsLaminated glass Glass members Compression Buckling Metal and composite structuresGeneral Materials SciencebusinessLaminated glassCivil and Structural EngineeringStress concentration
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Analysis of the thermo-mechanical behaviour of the DEMO Water-Cooled Lithium Lead breeding blanket module under normal operation steady state conditi…

2015

Within the framework of DEMO R&D activities, a research cooperation has been launched between ENEA, the University of Palermo and CEA to investigate the thermo-mechanical behaviour of the outboard equatorial module of the DEMO1 Water-Cooled Lithium Lead (WCLL) blanket under normal operation steady state scenario. The research campaign has been carried out following a theoretical-computational approach based on the Finite Element Method (FEM) and adopting a qualified commercial FEM code. In particular, two different 3D FEM models (Model 1 and Model 2), reproducing respectively the central and the lateral poloidal-radial slices of the WCLL blanket module, have been set up. A particular attent…

Materials scienceDEMO reactor WCLL blanket Thermo-mechanicsaWater flowNuclear engineeringchemistry.chemical_elementDEMO reactorBlanket01 natural sciences010305 fluids & plasmas[SPI]Engineering Sciences [physics]Breeder (animal)0103 physical sciencesGeneral Materials Science010306 general physicsSettore ING-IND/19 - Impianti NucleariCivil and Structural EngineeringWCLL blanket;Thermo-mechanics;DEMO reactorSteady stateThermo-mechanicsMechanical EngineeringWater cooledThermo-mechanicFinite element methodWCLL blanketNuclear Energy and EngineeringchemistryLithiumThermo mechanicalFusion Engineering and Design
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Micromechanisms of load transfer in a unidirectional carbon fibre–reinforced epoxy composite due to fibre failures. Part 2: Influence of viscoelastic…

2006

A local three-dimensional (3D) finite element analysis (FEA), of the mechanisms governing composite damage (in the region around a fibre break), has been carried out. The model considers viscoelastic and plastic matrix behaviours with and without debonding at the broken fibre/matrix interface. The finite element analysis has shown that even a simple viscoelastic law describing the behaviour of the epoxy resin leads to an increasing load on the neighbouring intact fibres, as a function of time. The plastic behaviour of the matrix has been shown to have consequences on reloading after unloading. In contrast to other studies reported in the literature, the calculations were carried out on diff…

Materials scienceDelaminationComposite number02 engineering and technologyEpoxy021001 nanoscience & nanotechnologyViscoelasticityFinite element methodStress fieldMatrix (mathematics)020303 mechanical engineering & transports0203 mechanical engineeringvisual_artPlastic hingeCeramics and Compositesvisual_art.visual_art_mediumComposite material0210 nano-technologyCivil and Structural EngineeringComposite Structures
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On the thermal and thermomechanical assessment of the “Optimized Conservative” helium-cooled lithium lead breeding blanket concept for DEMO

2018

Abstract Within the framework of EUROfusion R&D activities a research campaign has been performed at CEA-Saclay, in close collaboration with the University of Palermo, in order to investigate thermal and thermomechanical performances of the “Optimized Conservative” concept of DEMO Helium-Cooled Lithium Lead breeding blanket (HCLL). Attention has been paid to the HCLL outboard equatorial module (OEM) when subjected to the steady state nominal loading scenario. To this purpose three simplified 3D models, characterized by an increasing level of detail, have been set-up taking into account, firstly, a single radial-toroidal slice, then a basic module geometric unity composed by two adjacent sli…

Materials scienceDiscretizationNuclear engineeringFEM analysisBlanket01 natural sciencesThermomechanic010305 fluids & plasmasStress (mechanics)Thermomechanics[SPI]Engineering Sciences [physics]Linearization0103 physical sciencesThermalGeneral Materials Science010306 general physicsFEM analysiDEMOSettore ING-IND/19 - Impianti NucleariCivil and Structural EngineeringMechanical EngineeringSecondary stressFinite element methodNuclear Energy and EngineeringHCLLMaterials Science (all)Breeding blanketReduction (mathematics)
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Hydraulic jumps at drop and abrupt enlargement in rectangular channel

2002

The different types of hydraulic jumps that occur in a rectangular channel at an abrupt increase in section are experimentally studied. The abrupt section increase is due to both a drop and an increase in the channel width. Experiments were carried out with three different values of the ratio L/l between the channel widths respectively downstream and upstream of the abrupt section increase. For each L/l value five values of Froude number F1, of the supercritical flow upstream of the section increase were considered, and for each of them live values of the depth y1 of the same flow. The experiments showed that, as the depth y2 of the downstream subcritical flow increases, several types of hy…

Materials scienceDrop (liquid)Direct observationMechanicsChannel widthSupercritical flowHydraulic jumps in rectangular channelsPhysics::Fluid Dynamicssymbols.namesakeFroude numbersymbolsGeotechnical engineeringMomentum-depth relationship in a rectangular channelHydraulic jumpWater Science and TechnologyCivil and Structural EngineeringJournal of Hydraulic Research
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Asphalt surface mixtures with improved performance using waste polymers via dry and wet processes

2017

"Published online: June 29, 2017"

Materials scienceDry process0211 other engineering and technologies02 engineering and technologyMixture performance.Wet proce021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceCivil and Structural EngineeringWaste polymerschemistry.chemical_classificationDry proceScience & TechnologyWaste managementBuilding and ConstructionPolymer021001 nanoscience & nanotechnologyImproved performanceWet processWaste polymerchemistryMechanics of MaterialsAsphaltMixture performance0210 nano-technologyAsphalt modification
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