Search results for " FE model."

showing 4 items of 4 documents

Phase evolution in hot forging of dual phase titanium alloys: Experiments and numerical analysis

2014

Abstract Modern aeronautical and aerospace industries must face the demanding challenge of reducing operational consumption and production costs coming from materials and labor. Current trend of engineering is oriented to meet both requirements increasing the use of materials characterized by high specific resistance as titanium alloys. Hot forging can be used to reduce the production costs of titanium components: forging in closed dies of billets or semi-finished forms, at different temperatures above or below the β-transus temperature, allows the production of complex shapes with limited amount of edge trim removal and machining rework after forging. Unfortunately, as far as Ti–6Al–4V tit…

Materials scienceForging Titanium Alloys Phase transformation FE model.Strategy and ManagementAlloyReworkchemistry.chemical_elementMechanical engineeringEdge (geometry)engineering.materialManagement Science and Operations ResearchForgingIndustrial and Manufacturing EngineeringMachiningAerospaceSettore ING-IND/16 - Tecnologie E Sistemi Di Lavorazionebusiness.industryMetallurgyTitanium alloyPhase transformationStrategy and Management1409 Tourism Leisure and Hospitality ManagementFE modelchemistryengineeringTitanium alloybusinessForgingTitanium
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Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model

2013

Aiming to investigate the truss-concrete stress transfer mechanism in Hybrid Steel Trussed-Concrete Beams (HSTCBs), a three-dimensional nonlinear FE model is developed. The constitutive laws of the steel composing the plates and the bars 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. The CDP model uses the concept of isotropic damaged elasticity in combination with isotropic tensile and compressive plasticity and is able to properly account for the concrete confinement effect. Two main failure mechanisms are considered, namely the tensile cracking …

Settore ICAR/09 - Tecnica Delle CostruzioniFE modelshear strenghthybrid steel trussed-concrete beams; experimental push-out tests; FE model; stress transfer mechanism; shear strenghthybrid steel trussed-concrete beams experimental push-out tests FE model stress transfer mechanism shear strenghthybrid steel trussed-concrete beamsexperimental push-out testsstress transfer mechanism
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Numerical Calibration of a Simplified Model for FRP Confinement of Columns

2018

This paper presents the calibration of a simplified analytical model for concrete columns confined by fiber reinforced polymer (FRP) jackets. The model allows evaluating the increase of strength, ductility and dissipated energy without defining the lateral confinement pressure and it can be easily extended for the assessment of FRP confinement in design applications. This model was obtained by a simplified procedure based on the best fit of experimental data available in the literature and the coefficient of determination (R2) was evaluated in order to estimate the accuracy of the regression analysis. A numerical database resulting from finite element (FE) analyses was compiled and reported…

Simplified analytical modelCoefficient of determinationbusiness.industryCalibration (statistics)Experimental dataRegression analysisNon-linear FE modelStructural engineeringFibre-reinforced plasticDissipationFinite element methodSettore ICAR/09 - Tecnica Delle CostruzioniFRP jacketbusinessDuctilityConcrete columnCivil and Structural EngineeringMathematics
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Modeling of the Shear Connection Capacity of Hybrid Steel Trussed Composite Beams

2019

Hybrid Steel Trussed Composite Beams represent a technical solution in use in numerous countries since many years. They are able to join the advantages of prefabrication with those of cast in place structures: they are easy to manufacture, fast to realize, monolithic and with no need of formwork. The behavior of these beams has been recently topic of discussion in the scientific community because the knowledge both related to the reinforced concrete structures and that of composite constructions cannot be straightforwardly extended to this typology, which is intermediate between one and another technology. This paper provides a contribution towards a better understanding of the mechanism of…

shear capacityComputer sciencebusiness.industryComposite numberhybrid steel trussed composite beamsStructural engineeringhybrid steel trussed composite beams; push-out tests; FE modelling; shear capacitypush-out testFE modellingFE modelling; Hybrid steel trussed composite beams; Push-out tests; Shear capacityConnection (mathematics)PrefabricationShear (sheet metal)Settore ICAR/09 - Tecnica Delle Costruzionihybrid steel trussed composite beamSimple (abstract algebra)push-out testsFormworkbusinessBeam (structure)Parametric statistics
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