Search results for "T-beam"

showing 5 items of 5 documents

Flexural behavior of laminated glass beams with T cross-sections

2014

Flexural behavior laminated glass T-beams
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Study of energy response and resolution of the ATLAS barrel calorimeter to hadrons of energies from 20 to 350 GeV

2010

A fully instrumented slice of the ATLAS detector was exposed to test beams from the SPS (Super Proton Synchrotron) at CERN in 2004. In this paper, the results of the measurements of the response of the barrel calorimeter to hadrons with energies in the range 20 to 350 GeV and beam impact points and angles corresponding to pseudorapidity values in the range 0.2-0.65 are reported. The results are compared to the predictions of a simulation program using the Geant 4 toolkit.

Nuclear and High Energy PhysicsParticle physicsPhysics::Instrumentation and DetectorsTest-beamHadronCalorimetry01 natural sciencesNuclear physicsAtlas (anatomy)0103 physical sciencesmedicine[PHYS.HEXP]Physics [physics]/High Energy Physics - Experiment [hep-ex][PHYS.PHYS.PHYS-INS-DET]Physics [physics]/Physics [physics]/Instrumentation and Detectors [physics.ins-det]010306 general physicsNuclear ExperimentInstrumentationPhysicsRange (particle radiation)Large Hadron ColliderCalorimeter (particle physics)010308 nuclear & particles physicsATLASSuper Proton Synchrotronmedicine.anatomical_structurePseudorapidityCalibrationPhysics::Accelerator PhysicsHigh Energy Physics::ExperimentBeam (structure)Simulation
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Measurement of pion and proton response and longitudinal shower profiles up to 20 nuclear interaction lengths with the ATLAS Tile calorimeter

2010

The response of pions and protons in the energy range of 20–180 GeV, produced at CERN's SPS H8 test-beam line in the ATLAS iron–scintillator Tile hadron calorimeter, has been measured. The test-beam configuration allowed the measurement of the longitudinal shower development for pions and protons up to 20 nuclear interaction lengths. It was found that pions penetrate deeper in the calorimeter than protons. However, protons induce showers that are wider laterally to the direction of the impinging particle. Including the measured total energy response, the pion-to-proton energy ratio and the resolution, all observations are consistent with a higher electromagnetic energy fraction in pion-indu…

Nuclear and High Energy PhysicsProtonTest-beamPion–proton responsePhysics::Instrumentation and DetectorsHadronMonte Carlo methodNuclear TheoryHadronic shower development01 natural sciencesElectromagnetic radiationPartícules (Física nuclear)Nuclear physicsPion0103 physical sciences[PHYS.HEXP]Physics [physics]/High Energy Physics - Experiment [hep-ex]Detectors and Experimental Techniques010306 general physicsNuclear ExperimentInstrumentationMonte Carlo simulationGEANT4Detectors de radiacióPhysicsCalorimeterLarge Hadron Collider010308 nuclear & particles physicsATLASLongitudinal shower profile for hadronsScintillation counterPhysics::Accelerator PhysicsHigh Energy Physics::ExperimentParametrization
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Hand verification for flexural strength of existing R.C. floors subject to degradation phenomena

2015

Abstract In the present paper, a simplified model for hand verification of the flexural and shear strength of existing corroded T beams cast in place of lightened R.C. orthotropic slabs forming floors is presented and discussed. Diffused and pitting corrosion on steel bars, compressive concrete strength degradation and concrete bond strength degradation are included in the model. The original contribution of the paper is evaluation of the flexural and shear strength considering both the cases of strain compatibility and absence of compatibility and considering the main parameters governing the corrosion process. An arch-resistant model for the calculus of the flexural and shear strength of …

T-beamMaterials scienceBond strengthbusiness.industryPittingBuilding and ConstructionStructural engineeringOrthotropic materialCorrosionCorrosionFlexural strengthCompatibility (mechanics)Pitting corrosionArch strength mechanismR.C. floorT beamComposite materialbusinessBondBeam (structure)Civil and Structural EngineeringCase Studies in Structural Engineering
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Design procedure for prestressed concrete beams

2014

Abstract. The theoretical basis and the main results of a design procedure, which attempts to provide the optimal layout of ordinary reinforcement in prestressed concrete beams, subjected to bending moment and shear force are presented. The difficulties encountered in simulating the actual behaviour of prestressed concrete beam in presence of coupled forces bending moment - shear force are discussed; particular emphasis is put on plastic models and stress fields approaches. A unified model for reinforced and prestressed concrete beams under axial force - bending moment - shear force interaction is provided. This analytical model is validated against both experimental results collected in li…

T-beamMaterials scienceprestressed concretebusiness.industrydesignShear forceComputational MechanicsStructural engineeringshear; shear and flexure interaction; prestressed concrete; design; plasticityshearPlasticityPhysics::Classical Physicsshear flexure prestressed concrete design plasticitylaw.inventionSettore ICAR/09 - Tecnica Delle CostruzioniPrestressed concreteShear (geology)lawplasticityshear and flexure interactionBending momentShear and moment diagrambusinessBeam (structure)
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