Search results for "Steel"

showing 10 items of 338 documents

FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs)

2015

Abstract Aiming to investigate the steel truss–concrete stress transfer mechanism in Hybrid Steel Trussed–Concrete Beams (HSTCBs), a three-dimensional (3D) nonlinear Finite Element (FE) model is developed. The constitutive relationship of the steel composing the plates and the rebars is modeled by means of a quadri-linear law, while the concrete behavior is defined by means of a Concrete Damaged Plasticity (CDP) model, suitable for modeling concrete and brittle materials. Two main failure mechanisms are considered, namely the tensile cracking and the compressive crushing. In order to accurately grasp the complicate dowel and bond phenomena arising at the steel–concrete interface, a 3D solid…

Stress transferring mechanismMaterials scienceShear connectionTrussDowelPlasticityExperimental push-out testsStress (mechanics)BrittlenessHybrid steel trussed–concrete beamsMechanics of MaterialHybrid steel trussed-concrete beamExperimental push-out tests; Finite Element model; Hybrid steel trussed-concrete beams; Shear connection; Stress transferring mechanism; Building and Construction; Civil and Structural Engineering; Mechanics of Materials; 2506Civil and Structural EngineeringHybrid steel trussed–concrete beams Finite Element model Experimental push-out tests Stress transferring mechanism Shear connectionbusiness.industryMetals and AlloysExperimental push-out testBuilding and ConstructionStructural engineeringFinite element methodSettore ICAR/09 - Tecnica Delle CostruzioniCrackingHybrid steel trussed-concrete beamsMechanics of Materials2506Finite Element modelbusinessBeam (structure)Journal of Constructional Steel Research
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Limited Resistance Rigid Perfectly Plastic Hinges for Steel Frames

2017

The paper concerns the proposal of a new special device for steel frames that can be utilized as external constraint as well as internal one connecting the structure beam elements. The device is designed as a rigid perfectly plastic hinge characterized by suitably chosen stiffness and resistance. Its constituting material is steel. The elastic stiffness and the limit resistance, treated as independent of each other, are fixed with the aim of satisfying special features required to the structure. The proposed device is thought as a sandwich section with wing thickness appropriately variable. Its dimensions are designed so that it can exhibit the fixed independent stiffness and limit resistan…

Structural Devices Rigid Plastic Hinges Steel Structures Elastic Properties Limit ResistanceMaterials scienceResistance (ecology)business.industryComputational MechanicsHinge020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineering0201 civil engineering020303 mechanical engineering & transports0203 mechanical engineeringMechanics of MaterialsArchitectureSettore ICAR/08 - Scienza Delle CostruzioniSafety Risk Reliability and QualitybusinessCivil and Structural EngineeringInternational Review of Civil Engineering (IRECE)
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Surface finish generated in hard turning of quenched alloy steel parts using conventional and wiper ceramic inserts

2006

Abstract Significant progress has already been achieved in green manufacturing including dry and hard, often high-speed, machining technologies. For instance, the demand for higher productivity has resulted in the wider application of ceramic and PCBN tools with special multi-radii (wiper) geometry. This paper reports some important characteristics of the surface roughness produced in the turning of a hardened low-chromium alloy steel using mixed alumina–titanium carbon (TiC) ceramic cutting tools equipped with both conventional and wiper inserts. The characteristic geometrical features of surfaces obtained in both these turning operations have been assessed by means of representative two-d…

Surface (mathematics)Engineering drawingBearing (mechanical)business.industryMechanical EngineeringAlloy steelSkewSurface finishengineering.materialIndustrial and Manufacturing Engineeringlaw.inventionMachininglawvisual_artengineeringSurface roughnessvisual_art.visual_art_mediumCeramicComposite materialbusinessInternational Journal of Machine Tools and Manufacture
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Multiscale modeling of polycrystalline materials: A boundary element approach to material degradation and fracture

2015

Abstract In this work, a two-scale approach to degradation and failure in polycrystalline materials is proposed. The formulation involves the engineering component level (macro-scale) and the material grain level (micro-scale). The macro-continuum is modeled using a three-dimensional boundary element formulation in which the presence of damage is formulated through an initial stress approach to account for the local softening in the neighborhood of points experiencing degradation at the micro-scale. The microscopic degradation is explicitly modeled by associating Representative Volume Elements (RVEs) to relevant points of the macro continuum, for representing the polycrystalline microstruct…

TechnologyComputational MechanicsPolycrystalline materialsGeneral Physics and AstronomyMultiscale formulationNANOMECHANICSDIFFRACTION09 EngineeringEngineeringPolycrystalline materialComputational mechanicsPeriodic boundary conditionsFAILUREPLASTICITYComputational MechanicApplied MathematicsAUSTENITIC STAINLESS-STEELComputer Science Applications1707 Computer Vision and Pattern RecognitionMechanicsStructural engineeringREPRESENTATIVE VOLUME ELEMENTMicrostructureStrength of materialsMultiscale modelingComputer Science ApplicationsMechanics of MaterialsMultiscale formulationsPhysical SciencesSIMULATIONMicromechanicsSTRESS-CORROSION CRACKINGMathematics Interdisciplinary ApplicationsMaterials scienceHOMOGENIZATIONEngineering MultidisciplinaryMechanicsPhysics and Astronomy (all)Boundary element methodMechanics of MaterialBoundary element methodFORMULATIONMicromechanicSHORT FATIGUE-CRACK01 Mathematical SciencesScience & Technologybusiness.industryMechanical EngineeringMicromechanicsDamage and fractureMICROSTRUCTUREbusinessVoronoi diagramMathematics
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Improving the Performance of Steel Machining Processes through Cutting by Vibration Control

2021

Machining processes through cutting are accompanied by dynamic phenomena that influence the quality of the processed surfaces. Thus, this research aimed to design, make, and use a tool with optimal functional geometry, which allowed a reduction of the dynamic phenomena that occur in the cutting process. In order to carry out the research, the process of cutting by front turning with transversal advance was taken into account. Additionally, semi-finished products with a diameter of Ø = 150 mm made of C45 steel were chosen for processing (1.0503). The manufacturing processes were performed with the help of two tools: a cutting tool, the classic construction version, and another that was the i…

TechnologyComputer sciencevibration controlFast Fourier transformVibration controlMechanical engineeringSurface finishArticleMachiningsteel machining processesGeneral Materials SciencecuttingMicroscopyQC120-168.85Cutting toolTQH201-278.5Process (computing)Engineering (General). Civil engineering (General)TK1-9971VibrationDescriptive and experimental mechanicsroughness analysistoolsElectrical engineering. Electronics. Nuclear engineeringTA1-2040Reduction (mathematics)Materials
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Integrazione di celle fotovoltaiche ibride nel vetromattone

2012

L’invenzione riguarda l’integrazione del vetromattone con celle solari ibride (organiche/inorganiche), conosciute come Dye-sensitized Solar Cell (DSC). La combinazione del vetromattone con le DSC consente di migliorare le prestazioni del prodotto originario rendendolo in grado di produrre energia pulita. Le caratteristiche di trasparenza e isolamento termo-acustico del prodotto possono essere regolate agendo sulla configurazione delle DSC. Il prodotto può essere assemblato a formare pannelli fotovoltaici per la realizzazione di facciate traslucide energeticamente “attive” in varie condizioni luminose (condizioni di luce diffusa o artificiale) e indipendentemente dall’angolo di radiazione so…

The integration of Dye-sensitized Solar Cell (DSC) with the glassblock is disclosed. The combination of the two technological elements the glassblock and the DSC module enhance their own peculiarities. The final complete product is ready-made for installation owns the qualities of the glassblock and produces sustainable energy at the same time. The transparency and the thermo-acoustic insulation may be modulated according to the specific requirements of each case of installation. The product may be used for example to create PV panels for glazed and translucent façades that are able to perform efficiently in all light conditions (even in diffuse light also converting internal artificial light) that are not dependant on the angle of the solar radiation and do not suffer from the high operative temperatures of functioning due to the peculiarities of the DSCs. DSCs are made of economic and biocompatible materials and are produced with low-cost and highly productive printing methods on rigid or flexible substrates. With the integration of DSC modules with the glassblock PV panels coincide with the envelope itself so that they do not need any further structures to be installed on and allow the possibility of subtract from the price of the panel the price of the substituted building element allowing further economies. DSCs can be printed in different colours and with various patterns offering to designers and customers the possibility of intervening on the glassblock aesthetical aspect also taking advantage of the peculiar modularity of the glassblock for larger compositions of drawings on the building’s façade. Seven Hypotheses of integration are discussed in order to obtain DSC-integrated glassblock ready for the construction of a precast and dry-assembled PV panel which can use the horizontal and vertical cavities between the glassblocks to house plastic profiles where the electric interconnections and the steel bars -useful for improve the mechanical resistance of the panel- are integrated.Settore ICAR/10 - Architettura Tecnica
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Pannello precompresso di vetromattoni assemblati a secco per la realizzazione di involucri traslucidi

2012

L’invenzione riguarda la realizzazione di un pannello di vetromattoni montati “a secco” -da impiegare per la realizzazione di involucri edilizi traslucidi anche nel caso di edifici alti- che è in grado di rispondere adeguatamente alle sollecitazioni orizzontali (quali quelle dovute a vento e sisma) grazie all’applicazione della tecnica della precompressione mondirezionale. Per offrire una risposta ai limiti imposti dalla tecnica di assemblaggio tradizionale dei vetromattoni (“ad umido”), l’applicazione della precompressione consente, infatti, di dare ai pannelli preassemblati “a secco” una rigidezza adeguata anche in direzione normale al loro piano di posa, sfruttando le buone caratteristic…

The invention is related to the construction of a glassblock panel “dry assembled” that can be used to build translucent building envelope even in high-rise buildings. This panel is able to contrast the horizontal actions due to wind and earthquake by means of the application of unidirectional pre-stressing technique. To overcame the limits due to the “wet assembly” system traditionally used to assemble the glassblocks the use of prestressing technique allow the panels to have an adequate mechanical resistance against the actions perpendicular to their installation plane. In this configuration the mechanical resistance of the glassblocks is exploited. The unidirectional prestressing (along the prevalent dimension of the panel) is obtained through the grip of the nuts inserted in the steel bars that are housed inside the glassblocks supporting profiles positioned in the vertical cavities between the glassblocks and passing through the horizontal profiles useful to separate glassblock rows from each other. The proper nuts grip opposing to the steel plates positioned at the top and bottom of the panel allow to prestress the panel. The steel plate are positioned on a plastic plate fixed to the lateral faces of the glassblocks by means of resins.Settore ICAR/10 - Architettura Tecnica
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Experimental Investigation of the Shear Response of Precast Steel-Concrete Trussed Beams

2017

The results of an experimental campaign of three-point bending tests on precast composite beams, named hybrid steel-trussed concrete beams (HSTCBs), are provided. HSTCBs are typically constituted by a precast steel truss embedded in a block of concrete cast in place. Two series of specimens were manufactured, designed such that shear failure would occur, and tested under positive and negative bending moment. The experimental results obtained showed that fragile shear failure occurred in almost all cases, evidencing the crisis of the compressed concrete strut involved in the collapse mechanism. Yielding of the steel members provided ductility to the system, especially in those cases in which…

Three-point bending testsEngineering0211 other engineering and technologiesTruss020101 civil engineering02 engineering and technologyBendingAnalytical model0201 civil engineeringHybrid steel-trussed concrete beamsPrecast concrete021105 building & constructionGeneral Materials ScienceMechanics of MaterialAnalytical modelsDuctilityCivil and Structural EngineeringHybrid steel-trussed concrete beambusiness.industryMetal and composite structuresMechanical EngineeringShear resistanceStructural engineeringBuilding and ConstructionStrength of materialsShear (sheet metal)Three-point bending testSettore ICAR/09 - Tecnica Delle CostruzioniShear resistanceAnalytical models; Hybrid steel-trussed concrete beams; Metal and composite structures; Shear resistance; Three-point bending tests; Civil and Structural Engineering; Building and Construction; Materials Science (all); Mechanics of Materials; Mechanical EngineeringMechanics of MaterialsBending momentMetal and composite structureMaterials Science (all)business
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Stressing Sequence for Hanger Replacement of Tied-Arch Bridges with Rigid Bars

2022

The construction of bridges with suspenders, such as cable-stayed or tied-arch bridges, needs deep study of the prestressing forces to be applied to stays or hangers in all stages, depending on the construction technique adopted. In these cases, the main issue is the determination of the initial forces and optimization of the prestressing system in terms of stressing values and sequence. When the bridge is already built and suspenders have to be replaced for maintenance, a different problem has to be faced by the engineer, because the sequence of replacements and the values of the axial stresses depend very much on the service conditions of the bridge and on its historical evolution from co…

Tiebusiness.industryPrestressBuilding and ConstructionStructural engineeringArchBowstring bridgeBridge engineeringCorrosionSettore ICAR/09 - Tecnica Delle CostruzioniStressing sequenceSteel bridgeArchHangersbusinessGeologyCivil and Structural EngineeringSequence (medicine)Journal of Bridge Engineering
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Influence of the metallurgy and the microstructure on the strength of titanium-steel laser welded assemblies

2021

The dissimilar laser welding of titanium alloys with stainless steel is of high interest for different industrial applications. However, the joining of these materials by direct fusion is hardly achievable because of the presence of brittle intermetallic phases in the Ti-Fe system that produce spontaneous cracking of the welds. The scientific aim of this thesis is to identify a reliable criterion that allows identifying the possible conditions allowing obtaining a durable dissimilar titanium/steel joints, in terms of mechanical strength in service conditions. The determination of this criterion is necessary for the comprehension of the relation between the microstructure of the melted zone …

TitaniumSteel[CHIM.OTHE] Chemical Sciences/OtherMetallurgyLaser weldingMétallurgieAcierSoudage laserMicrostructureTitane
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