Search results for "beam"

showing 10 items of 2126 documents

Sample–tip coupling efficiencies of the photon-scanning tunneling microscope

1991

The photon-scanning tunneling microscope is the photon analog to the electron-scanning tunneling microscope. It uses the evanescent field due to the total internal reflection of a light beam in a prism, modulated by a sample attached to the prism. The exponential decay of the evanescent field is characterized by the penetration depth dp and depends on the angle of incidence θ, the wavelength, and the polarization of the incident beam. The 1/e decay lengths range from 150 to 265 nm as deduced from the expression of the electric-field intensity in the rarer medium for θ = π/2. If we place another optically transparent medium near the surface, frustrated total reflection occurs. It is shown th…

Total internal reflectionMicroscopeMaterials sciencebusiness.industryScanning tunneling spectroscopyPhysics::OpticsAtomic and Molecular Physics and OpticsElectronic Optical and Magnetic Materialslaw.inventionOpticslawLight beamComputer Vision and Pattern RecognitionExponential decayScanning tunneling microscopebusinessPenetration depthRefractive indexJournal of the Optical Society of America A
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Recent Experimental Results with the PSTM: - Observation of a Step on a Quartz Surface. - Spatial Spectroscopy of Microwaveguides

1993

The Photon Scanning Tunneling Microscope (PSTM) is based on the frustration of the total internal reflected beam by the end of an optical fiber. Till today it has been used to obtain topographic information generally for smooth samples. In this paper we report two different kinds of experimental results. First, when the sample is in the form of a step, our measurements demonstrate how the images, obtained in the constant intensity mode, depend on the orientation of the incident beam of light with respect to the step. Next, we show that the first derivative of the collected intensity with respect to the probe-sample distance at each point of the sample yields to a new kind of image named her…

Total internal reflectionOptical fiberMaterials sciencePhotonOrientation (computer vision)business.industrylaw.inventionOpticslawScanning tunneling microscopeSpectroscopybusinessRefractive indexBeam (structure)
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Interlaminar fracture toughness behavior of electron-beam cured carbon-fiber reinforced epoxy-resin composites

2013

The work describes the preparation and physical-mechanical characterization of unidirectional CFRP panels manufactured by an electron beam curing technique. Delamination fracture toughness in Mode I and II is investigated in order to evaluate the influence of fiber–matrix adhesion strength, matrix toughness and matrix crosslinking density as determined by the radiation curing process. A matrix system comprising a DGEBA epoxy monomer and an initiator of cationic polymerization have been used, with one batch of resin mixed with a PES monomer in order to enhance matrix toughness. Curing was achieved with a pulsed 10 MeV Electron Beam accelerator. Thermally cured composite systems have also bee…

ToughnessMaterials sciencePolymers and PlasticsDelaminationComposite numberCationic polymerizationGeneral ChemistryEpoxyInterlaminar Fracture Toughness Electron-Beam Curing Carbon-Fiber Reinforced Plastic CompositesSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineFracture toughnessvisual_artMaterials ChemistryCeramics and Compositesvisual_art.visual_art_mediumSettore CHIM/07 - Fondamenti Chimici Delle TecnologieComposite materialThermal analysisCuring (chemistry)Polymer Composites
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Evaluation of toughness by finite fracture mechanics from crack onset strain of brittle coatings on polymers

2008

Crack onset strain measurements of a confined layer in tension provide the means for layer toughness estimation. The procedure can be simplified if steady-state conditions prevail starting from the commencement of crack propagation, an assumption frequently employed in energy release rate evaluation. It is demonstrated, by numerical analysis of experimental data, that an estimate of the defect size in the film is needed in order to reliably evaluate its fracture toughness from the crack onset strain. Only if microcracks of sufficient size are present in the brittle layer, the steady-state energy release rate at the crack onset strain can be identified with layer toughness. Otherwise, the to…

ToughnessMaterials science[SPI.GPROC] Engineering Sciences [physics]/Chemical and Process Engineering02 engineering and technologyCrack growth resistance curveCrack onset strainCoatingCrack closureFracture toughnessBrittleness0203 mechanical engineeringmedicineGeneral Materials Science[SPI.GPROC]Engineering Sciences [physics]/Chemical and Process EngineeringComposite materialComputingMilieux_MISCELLANEOUSStrain energy release ratedouble beam cantilever beam (DCB)business.industryFissureApplied MathematicsMechanical EngineeringFracture mechanicsStructural engineeringFracture toughness021001 nanoscience & nanotechnologyCondensed Matter Physics020303 mechanical engineering & transportsmedicine.anatomical_structurePolymer film0210 nano-technologybusiness
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Stochastic response of beams equipped with tuned mass dampers subjected to Poissonian loads

2019

This contribution deals with the vibrational response of Euler-Bernoulli beams equipped with tuned mass dampers, subjected to random moving loads. The theory of generalised functions is used to capture the discontinuities of the response variables at the positions of the tuned mass dampers, which involves deriving exact complex eigenvalues and eigenfunctions from a characteristic equation built as the determinant of a 4 x 4 matrix, regardless of the number of tuned mass dampers. Building pertinent orthogonality conditions for the deflection eigenfunctions, the stochastic responses, under Poissonian white noise, are evaluated. In a numerical application, a beam with multiple tuned mass dampe…

Tuned Mass DamperPoissonian LoadsBeam
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Steel fibre and transverse reinforcement effects on the behaviour of high strength concrete beams

2012

An experimental program was carried out to investigate the influence of fibre reinforcement on the mechanical behaviour of high strength reinforced concrete beams. Eighteen beams, loaded in fourpoint bending tests, were examined by applying monotonically increasing controlled displacements and recording the response in terms of load-deflection curves up to failure. The major test variables were the volume fraction of steel fibres and the transverse steel amount for two different values of shear span. The contribution of the stirrups to the shear strength was derived from the deformations of their vertical legs, measured by means of strain gauges. The structural response of the tested beams …

Ultimate loadExperimental studyMaterials sciencebusiness.industryMechanical EngineeringHigh strength concrete beamStiffnessBuilding and ConstructionBendingStructural engineeringSteel fibreShear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniTransverse planeMechanics of MaterialsShear strengthmedicineComposite materialmedicine.symptomStirrupbusinessFailure mode and effects analysisStrain gaugeCivil and Structural EngineeringStructural Engineering and Mechanics
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Flexural behavior of hybrid glass beams with rectangular cross-sections

2018

Abstract An experimental investigation regarding the flexural and the shear behavior of glass beams with length 900, 1300, 1700 mm and rectangular cross-section is presented and discussed. Rectangular cross-sections were obtained by assembling three float glass panels of depth 200 mm and thickness 6 mm through an acrylic adhesive with an effective depth of 19.52 mm (6 + 0.76 + 6 + 0.76 + 6 mm). Some specimens were also reinforced internally with steel plates of thickness 6 mm and depth 25 mm and thickness 6 mm and plates of thickness 6 mm and depth 50 mm placed at the bottom portion of the beams for the entire length of the beams themselves. Three specimens for each investigated series were…

Ultimate loadMaterials scienceComposite numberDiagonalAssembly0211 other engineering and technologiesFloat glass020101 civil engineering02 engineering and technologyGlasse0201 civil engineeringlaw.inventionFlexural strengthlaw021105 building & constructionGeneral Materials ScienceComposite materialCivil and Structural EngineeringMechanical testingBuilding and ConstructionCrackingSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)AdhesionMaterials Science (all)Beam (structure)
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Structural behaviour of hybrid glass beams with T cross-sections

2018

Abstract An experimental investigation regarding the flexural and the shear behaviour of glass beams with length 900, 1300, 1700 mm and T cross-section is presented and discussed. T cross-sections were obtained by assembling glass web and glass flange. Some specimens were also reinforced internally in the web with steel plates of thickness 6 mm and depth 25 and 50 mm placed at the bottom portion of the beams for the entire length of the beams themselves. Three specimens for each investigated series were tested in flexure focusing on the flexural and shear response through the determination of the load-deflection curves and the crack patterns at rupture identifying the effects of steel plate…

Ultimate loadMaterials scienceMechanical EngineeringComposite numberAssembly0211 other engineering and technologiesMechanical testing020101 civil engineeringCeramics and Composite02 engineering and technologyFlangeStrength of materialsGlasseIndustrial and Manufacturing Engineering0201 civil engineeringCrackingFlexural strengthShear (geology)Mechanics of Materials021105 building & constructionCeramics and CompositesAdhesionMechanics of MaterialComposite materialBeam (structure)
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Flexural Response of Reinforced Concrete Beam on Elastic Foundation under Vertical Load and Bending Moment: Review of Existing Methods and Proposed N…

2021

AbstractThis work examined the behavior of a RC beam on a soil foundation subject to concentrated vertical loads and bending moment in both the elastic and the plastic phases. Some of the simplifie...

Ultimate loadMaterials sciencebusiness.industryFoundation (engineering)Vertical loadBuilding and ConstructionStructural engineeringReinforced concreteArts and Humanities (miscellaneous)Shallow foundationFlexural strengthBending momentbusinessBeam (structure)Civil and Structural EngineeringPractice Periodical on Structural Design and Construction
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Effect of electron beam irradiation and plastic deformation on molar mass of medical grade ultra-high molecular weight polyethylene

2010

Badano wpływ sterylizacji metodą napromieniania strumieniem elektronów oraz deformacji plastycznej (zgniatania, rys. 1) polietylenu ultrawielkocząsteczkowego (UHMW-PE), stosowanego do wytwarzania panewek endoprotez stawu biodrowego, na masę molową polimeru. Stwierdzono, że sterylizacja wpływa na utleniającą destrukcję makrocząsteczek polimeru, której stopień zależy od użytej dawki promieniowania (zmniejszenie masy molowej masowo średniej). Procesowi temu towarzyszy sieciowanie makrocząsteczek (wzrost udziału frakcji nierozpuszczalnej). Z kolei sama deformacja plastyczna wydaje się nie mieć wyraźnego wpływu na proces degradacji. Tymczasem łączne zastosowanie obydwu czynników zewnętrznych pro…

Ultra-high molecular weight polyethyleneElectron beam irradiationpolietylen ultrawielkocząsteczkowyMass-average molar massmasa molowa masowo średnianapromienianie strumieniem elektronówpolidyspersyjnośćPlastic deformationPolydispersitydeformacja plastycznaPolimery
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