Search results for "BEAM"

showing 10 items of 2126 documents

Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement

2016

The validation of an analytical model recently proposed for evaluation of the shear capacity in Reinforced Concrete (RC) beams containing multiple inclination of transverse stirrups is presented. The model is a suitable extension of that currently proposed in Eurocode 2 for the evaluation of the shear resistance, and it is derived by means of the the variable-inclination stressfield theory based on Nielsen’s plastic approach. Experimental and numerical data available in the literature on Hybrid Steel-Trussed Concrete Beams (HSTCBs) are used for model validation and result discussion. Finally, also the comparison with a different analytical approach for the assessment of the shear resistance…

reinforced concrete beamSettore ICAR/09 - Tecnica Delle Costruzionistress field approachprecast steel-concrete trussed beamstress field approach.analytical model; different inclined stirrups; precast steel-concrete trussed beams; reinforced concrete beams; shear strength; stress field approach.analytical modelshear strengthdifferent inclined stirrupdifferent inclined stirrupsprecast steel-concrete trussed beamsreinforced concrete beams
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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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Charge radius changes of even-even neutron-rich Tellurium isotopes

2005

Laser spectroscopy based on resonant ionization of laser-desorbed atoms has been used to study the neutron-rich tellurium isotopes with the COMPLIS facility at ISOLDE-CERN. The isotope shift and the hyperfine structure of several neutron-rich Te isotopes: $^{120–136}$Te and $^{123m–133m}$Te have been measured. From the hyperfine structure and the isotope shift we can extract the magnetic and quadrupole moments and the change in the mean square charge radius respectively. The mean square charge radii of the even-even isotopes have been deduced and their comparison with the known data for the other elements near Z=50 is presented. The experimental $\delta$ is compared with that obtained from …

spectroscopyIsotope27.60.+j 29.30.-h010308 nuclear & particles physicsChemistryNuclear structure[PHYS.NEXP]Physics [physics]/Nuclear Experiment [nucl-ex]01 natural sciences7. Clean energyCharge radiusIonizationtellurium0103 physical sciencesQuadrupolenuclear structureNuclei with mass number 90 to 149NeutronPhysics::Atomic Physicslaser beam applicationsAtomic physics010306 general physicsSpectroscopyNuclear ExperimentHyperfine structure
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A concept for the extraction of the most refractory elements at CERN-ISOLDE as carbonyl complex ions

2021

The European physical journal / A 58(5), 94 (2022). doi:10.1140/epja/s10050-022-00739-1

spectroscopyNuclear and High Energy PhysicsPhysics - Instrumentation and DetectorsFOS: Physical sciencesInstrumentation and Detectors (physics.ins-det)dissociation530moonline separationdischargehexacarbonylsionizationfissionbeamsddc:530Detectors and Experimental Techniquesphysics.ins-detisotopes
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“Indagine sperimentale per la caratterizzazione meccanica di elementi strutturali misti in legno-acciaio e legno-acciaio-calcestruzzo"

2009

The paper reports the results of the research activity aimed to define the physical-mechanics characteristics of structural elements made of wood-steel, and/or wood-steel-concrete, jointed by steel con¬nectors. The elements used for the tests are: glulam beams with two dif¬ferent dimensions (110x240x4000 mms and 110x140x4000 mms); steel flats 100x6x4000 mms with holes  20 mms arranged like "quinconce"; steel connectors like: flat with 6 mms thickness;  18; angular; polymeric synthetic binder with epoxy base bicomponent (Xepox 40.3/5). Shear tests have been made to define the capacity for deformation and the re¬sistance of the different steel connectors. Moreover, bending tests have been m…

steel connector composite floor glulam beam solid wood floorSettore ICAR/09 - Tecnica Delle CostruzioniSettore ICAR/10 - Architettura Tecnica
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Flexural Behavior of Steel Fibrous Reinforced Concrete Deep Beams

2012

Experimental research was carried out regarding the flexural behavior of deep beams cast with plain and fibrous concrete with hooked steel fibers, and subjected to monotonic vertical loads. Four deep fiber-reinforced concrete beams were cast. Two of them were made of plain concrete with main and web steel reinforcements (RC), and two were made of hooked steel fiber-reinforced concrete (SFRC) with main steel reinforcements. The experimental results show the brittle behavior of reinforced deep RC members characterized by crushing of concrete struts and fracture of web steel bars. SFRC deep beams exhibit higher strength and, above all, ductility with respect to RC members due to the bridging a…

steel fibersConcrete beamsMaterials sciencebusiness.industryMechanical EngineeringBuilding and ConstructionStructural engineeringReinforced concreteFinite element methoddeep beamBrittlenessFlexural strengthMechanics of MaterialsDeflection (engineering)General Materials SciencebusinessReinforcementSofteningCivil and Structural EngineeringJournal of Structural Engineering
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Relationship between volume of submandibular salivary stones in vivo determined with cone-beam computer tomography and in vitro with micro-computer t…

2021

Background Successful removal of salivary stones depends on exact pretreatment information of the location, the size and shape of the stones. This study aimed to compare the volume of submandibular sialoliths determined by preoperative Cone-Beam Computer Tomography (CBCT) scans with the volume of the removed stones on micro-Computer Tomography (micro-CT) scans. Material and Methods In this study, using twenty-one submandibular sialoliths, the pretreatment volumes in-vivo measured on CBCT were compared to the volumes of removed stones determined by micro-CT scans. The volume measured on micro-CT scans served as the gold standard. Pre-operative CBCT’s and in-vitro micro-CT’s were converted in…

stomatognathic systemdental implantsMedicineHumansSalivary stoneMicro ctGeneral DentistryUNESCO:CIENCIAS MÉDICASSalivary Gland CalculiOral Medicine and Pathologybusiness.industryComputersResearchchlorhexidineMicro tomographyCone-Beam Computed TomographySoftware packageOtorhinolaryngologySurgeryStone removalTomographybiofilmserythritolNuclear medicinebusinessperi-implantitisVolume (compression)Medicina Oral, Patologia Oral y Cirugia Bucal
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Experimental analysis, numerical and analytical modeling of shear strength mechanisms in Hybrid Steel Trussed Concrete Beams

2014

stress transferring mechanismhybrid steel trussed-concrete beams; push-out tests; shear connection; stress transferring mechanism; three-point bending tests; shear resistance; size effect; finite element modeling; analytical modelingmodellazione analiticathree-point bending testsfinite element modelinghybrid steel trussed-concrete beamsprove sperimentaliresistenza a taglioanalytical modelingtravi tralicciate misteshear resistanceSettore ICAR/09 - Tecnica Delle Costruzioniexperimental testsize effectpush-out testsmodellazione numericashear connectionshear strengthhybrid steel-trussed concrete beam
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Stealth dicing with Bessel beams and beyond

2016

In the context of laser cutting of transparent materials, we investigate glass cleaving with Bessel beams and report that a modification of the beam with 3 main lobes drastically enhances cleavability and reduces defects.

symbols.namesakeOpticsMaterials processingMaterials sciencebusiness.industryLaser cuttingsymbolsBeam shapingWafer dicingContext (language use)businessBessel functionBeam (structure)Lasers Congress 2016 (ASSL, LSC, LAC)
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Potku – New analysis software for heavy ion elastic recoil detection analysis

2014

Time-of-flight elastic recoil detection (ToF-ERD) analysis software has been developed. The software combines a Python-language graphical front-end with a C code computing back-end in a user-friendly way. The software uses a list of coincident time-of- flight–energy (ToF–E) events as an input. The ToF calibration can be determined with a simple graphical procedure. The graphical interface allows the user to select different elements and isotopes from a ToF–E histogram and to convert the selections to individual elemental energy and depth profiles. The resulting sample composition can be presented as relative or absolute concentrations by integrating the depth profiles over user-defined rang…

ta113Nuclear and High Energy PhysicsIon beam analysista114business.industryComputer scienceEvent (computing)Reference data (financial markets)ion beam analysisERDelastic recoil detectionComputational scienceTOF-ERDElastic recoil detectionSoftwareCoincidentHistogramgraphical open source softwarebusinessInstrumentationGraphical user interfaceNuclear Instruments and Methods in Physics Research Section B: Beam Interactions with Materials and Atoms
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