Search results for "Experimental Tests"

showing 10 items of 19 documents

Industry 4.0: smart test bench for shipbuilding industry

2020

AbstractIndustry 4.0 promises to increase the efficiency of production plants and the quality of the final product. Consequently, companies that implement advanced solutions in production systems will have a competitive advantage in the future. The principles of Industry 4.0 can also be applied to shipyards to transform them into “smart shipyards” (Shipyard 4.0). The aim of this research is to implement an interactive approach by Internet of Things on a closed power-loop test bench equipped with sophisticated sensors that is specifically designed to test high-power thrusters before they are installed on high-speed crafts, which are used in passenger transport. The preliminary results of the…

0209 industrial biotechnologyEngineeringTest benchIndustry 4.0media_common.quotation_subject02 engineering and technologyShipyardPropulsionCompetitive advantageExperimental testsIndustrial and Manufacturing Engineering020901 industrial engineering & automation0502 economics and businessSettore ING-IND/17 - Impianti Industriali MeccaniciQuality (business)Settore ING-IND/15 - Disegno E Metodi Dell'Ingegneria Industrialemedia_commonbusiness.industry05 social sciencesIndustry 4.0Manufacturing engineeringInternet of Things (IoT)ShipbuildingModeling and SimulationTest benchCAD modellingThe Internetbusiness050203 business & management
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Strategies of Identification of a Base-Isolated Hospital Building by Coupled Quasi-Static and Snap-Back Tests

2020

In this paper, the description of a series of quasi-static pushing tests and dynamic snap-back tests is proposed, involving the base-isolated emergency building of the Palermo university hospital. The base isolation system is characterized by a set of double-curved friction pendulum isolators placed on the top of the columns of the underground level, characteristics that cannot be found in the experimental studies available in the literature. The aim of the work was to investigate the static and dynamic properties of the building in question and comparing the in-situ results with the characteristics assigned during the design process and to assess the level of agreement. Static lateral push…

021110 strategic defence & security studiesComputer sciencebusiness.industry0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringGeotechnical Engineering and Engineering GeologyUniversity hospitalBase (topology)0201 civil engineeringSettore ICAR/09 - Tecnica Delle CostruzioniSettore ING-IND/31 - ElettrotecnicaSnap backIdentification (information)friction friction pendulum bearing full-scale experimental tests in-situ testing seismic isolation snap-back testSeismic isolationbusinessQuasistatic processCivil and Structural EngineeringJournal of Earthquake Engineering
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Analisi Sperimentale del Comportamento Ciclico di Elementi in Calcestruzzo a Bassa Resistenza Confinati con FRCM

2013

Vengono riportati i principali risultati di una campagna sperimentale finalizzata alla caratterizzazione della risposta sotto carichi assiali ciclici di colonne di calcestruzzo a bassa resistenza con sezione circolare, quadrata e rettangolare, rinforzate con fibre di carbonio immerse in matrice cementizia (CFRCM). Sono state condotte prove di compressione assiale su 30 campioni di altezza 600 mm, 10 a sezione cilindrica di diametro 300 mm, 10 quadrata di lato 200 mm, e 10 rettangolare di lato 200x400 mm. Le prove sono finalizzate a indagare gli effetti del carico ciclico, della forma della sezione, del raggio di curvatura degli spigoli e del numero di strati di tessuto di rinforzo sul legam…

Carbon Fiber Cementitious Matrix Cyclic actions Confinement Experimental testsSettore ICAR/09 - Tecnica Delle CostruzioniSperimentazioneCarbon FiberCalcestruzzo confinatoCyclic actionsFRCMExperimental testsCompressione centrataCarbon Fiber; Cementitious Matrix; Cyclic actions; Confinement; Experimental testsCementitious MatrixConfinement
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Effects of confinement level, cross-section shape and corner radius on the cyclic behavior of CFRCM confined concrete columns

2014

Abstract The main results of an experimental research aiming to investigate the behavior of medium-size low-strength concrete columns wrapped with Carbon Fiber Reinforced Cementitious Matrix (CFRCM) under monotonic and cyclic compressive axial loads are presented. Thirty columns with circular, square and rectangular cross-sections were tested under monotonic and cyclic axial loads to investigate the effect of the confinement level, the cross-section shape and the corner radius on the stiffness, strength, and ductility of CFRCM confined concrete columns under cyclic loads. The results prove that CFRCM confining jackets provide substantial gain in compressive strength, deformability and absor…

Corner radiusMaterials sciencebusiness.industryStiffnessBuilding and ConstructionStructural engineeringExperimental testsSquare (algebra)Cross section (physics)Settore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthEnergy absorbingmedicineCementitious matrixGeneral Materials ScienceCarbon fiberComposite materialmedicine.symptomDuctilitybusinessCementitious matrixCyclic actionCivil and Structural EngineeringConfinement
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Industry 4.0: Advanced digital solutions implemented on a close power loop test bench

2021

Abstract The paradigm of Industry 4.0 allows to increase the efficiency and effectiveness of the production. Companies that will implement advanced solutions in production systems will increase their level of competitiveness and will be able reach high market shares. The present paper is focused on the development of advanced digital solutions to be implemented on a close power loop test bench designed to test high power transmissions for naval unit. In particular, the test configuration consists of a back-to-back connection between two identical mechanical reducers. Since the efficiency of these systems are very high, it is not necessary to use large electric motors, thus managing to conta…

Electric motorTest benchIndustry 4.0Computer science02 engineering and technologyCad modelingExperimental testsAutomotive engineeringReduction (complexity)Digital transformationShipyard 4.0Settore ING-IND/17 - Impianti Industriali Meccanici0202 electrical engineering electronic engineering information engineeringProduction (economics)Internet of thingSettore ING-IND/15 - Disegno E Metodi Dell'Ingegneria IndustrialeGeneral Environmental Science020206 networking & telecommunicationsIndustry 4.0Power (physics)NoiseSustainabilityTest benchLubricationGeneral Earth and Planetary Sciences020201 artificial intelligence & image processing
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EFFICACY OF PBO-FRCM STRENGTHENING OF RC COLUMNS IN MRFS

2019

Innovative materials and techniques are widespread used for the strengthening and rehabilita-tion of existing structures. Recent researches have been developed on new fiber reinforced composites in which epoxy resin is replaced by inorganic cementitious material. These kind of cement-based composite material is known as Fiber Reinforced Cementitious Matrices (FRCM) recently used also in combination with synthetic polymeric fibers named PBO. The efficiency of this new confining system has been demonstrated by a large number of com-pression tests on concrete specimens while there are only few experimental researches on the behaviour of large scale specimens under external action able to simul…

FRCM Confinement RC Columns Experimental Tests Numerical modelingSettore ICAR/09 - Tecnica Delle CostruzioniMaterials scienceRC ColumnsFRCM Confinement RC Columns Experimental Tests Numerical modeling.Numerical modelingComposite materialFRCMExperimental TestsRc columnsConfinement
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Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructure

2019

Abstract This paper presents an experimental study in the field of structures made of pultruded fiber reinforced polymers (FRP) elements to be used for emergency purposes. A preliminary design of a 3D pultruded glass fiber reinforced polymer structure is presented with the mechanical characterization of the constituting elements. The axial and flexural properties of laminate and I-shaped GRFP profiles are discussed considering the short term creep. In a companion paper, the benefits, the limits and the reliability of the structure analyzed for emergency applications are discussed. In details, the numerical structural analysis of the full-scale 3D model is described followed by the experimen…

Materials science/dk/atira/pure/subjectarea/asjc/2200/2205Experimental testsGlass-fibre-reinforced polymer GFRP pultruded profileFlexural strengthEmergency structureExperimental testPultrusionFiber/dk/atira/pure/subjectarea/asjc/2500/2503Civil and Structural EngineeringComposite structuresbusiness.industryGlass fiber reinforced polymerStructural engineeringFibre-reinforced plasticCharacterization (materials science)Emergency structuresSettore ICAR/09 - Tecnica Delle CostruzioniSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiCreepPultrusionComposite structureCeramics and CompositesSubstructurebusinessGlass-fibre-reinforced polymer GFRP pultruded profiles
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Constitutive Numerical Model of FRCM Strips Under Traction

2020

In this paper, the tensile behavior of Fiber Reinforced Cementitious Matrix (FRCM) strips is investigated through Finite Element (FE) models. The most adopted numerical modeling approaches for the simulation of the fiber-matrix interface law are described. Among them, the cohesive model is then used for the generation of FE models which are able to simulate the response under traction of FRCM strips tested in laboratory whose results are available in the technical literature. Tests on basalt, PBO and carbon coated FRCM specimens are taken into account also considering different mechanical ratios of the textile reinforcement. The comparison between FE results and experimental data allows val…

Materials scienceGeography Planning and DevelopmentTraction (engineering)0211 other engineering and technologiesNumerical modelingFRCM tensile behavior numerical modeling experimental tests interface modeling020101 civil engineering02 engineering and technologySTRIPSFRCM0201 civil engineeringlaw.inventionlcsh:HT165.5-169.9lawUltimate tensile strengthmedicinetensile behaviorComposite material021110 strategic defence & security studiesStiffnessexperimental testsBuilding and Constructionlcsh:City planningFinite element methodUrban StudiesTensile behaviornumerical modelinglcsh:TA1-2040experimental tests; FRCM; interface modeling; numerical modeling; tensile behaviorFe modelmedicine.symptominterface modelinglcsh:Engineering (General). Civil engineering (General)Frontiers in Built Environment
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Spin alignment and violation of the OZI rule in exclusive ω and ϕ production in pp collisions

2014

Exclusive production of the isoscalar vector mesons $\omega$ and $\phi$ is measured with a 190 GeV$/c$ proton beam impinging on a liquid hydrogen target. Cross section ratios are determined in three intervals of the Feynman variable $x_{F}$ of the fast proton. A significant violation of the OZI rule is found, confirming earlier findings. Its kinematic dependence on $x_{F}$ and on the invariant mass $M_{p\mathrm{V}}$ of the system formed by fast proton $p_\mathrm{fast}$ and vector meson $V$ is discussed in terms of diffractive production of $p_\mathrm{fast}V$ resonances in competition with central production. The measurement of the spin density matrix element $\rho_{00}$ of the vector mesons…

Particle physicsNuclear and High Energy PhysicsOZI rule testPOLARIZATIONProtonMesonPROTON-PROTON COLLISIONS; LOW-ENERGY PHOTOPRODUCTION; ZWEIG-IIZUKA RULE; MESON PRODUCTION; EXPERIMENTAL TESTS; SELECTION RULE; POLARIZATION; NUCLEON; PIONIsoscalarPROTON-PROTON COLLISIONSMESON PRODUCTIONNuclear TheoryEXPERIMENTAL TESTS530OZI ruleHigh Energy Physics - ExperimentNuclear physicstestPIONInvariant masslcsh:Nuclear and particle physics. Atomic energy. RadioactivityLOW-ENERGY PHOTOPRODUCTIONVector mesonNuclear ExperimentNUCLEONNuclear ExperimentSpin-½PhysicsHigh Energy Physics::PhenomenologySELECTION RULEBaryonOZI ruleZWEIG-IIZUKA RULElcsh:QC770-798High Energy Physics::ExperimentParticle Physics - Experiment
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Strength and ductility of confined concrete columns under axial load and biaxial bending

2012

The behaviour of prismatic reinforced concrete columns under increasing eccentric compression load was experimentally investigated and analytically modelled. Columns with distributed longitudinal reinforcement and closely spaced transverse reinforcement were tested up to failure, considering different values and directions of eccentricity. Preliminary tests were carried out under concentric compression in order to validate the choice of the stress-strain laws adopted for the confined concrete and the longitudinal steel bars in compression. In the paper, closed form expressions able to approximate the experimental results in the case of uniaxial bending are presented. Finally, a fibre numeri…

Settore ICAR/09 - Tecnica Delle CostruzioniConfined concrete; Biaxial bending; Analytical model; Experimental testsBiaxial bendingAnalytical modelExperimental testsConfined concrete Biaxial bending Analytical model Experimental testsConfined concrete
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