Search results for "Deflection"

showing 10 items of 101 documents

TCT-43 First-in-human experience of a novel transradial device for embolic deflection during transcatheter aortic valve replacement

2018

The average stroke rate in contemporary transcatheter aortic valve replacement (TAVR) studies is 4.4%. The majority of the TAVR studies are non-randomized registries, hence, neurological outcomes may be underreported. Over 50% of all TAVR related strokes occur during the procedure or on the same day

Stroke ratemedicine.medical_specialtyTranscatheter aorticValve replacementDeflection (engineering)business.industrymedicine.medical_treatmentInternal medicineCardiologyMedicineFirst in humanCardiology and Cardiovascular MedicinebusinessJournal of the American College of Cardiology
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Evaluation of the force generated by gradual deflection of 0.016-inch NiTi and stainless steel orthodontic wires in self-ligating metallic and esthet…

2019

Background The purpose of this study was to evaluate the deflection forces of 0.016-inch Nitinol and stainless steel orthodontic wires, in association to different self-ligating brackets. Material and Methods Specimens were mounted in a clinical simulation model and evaluated in a Universal Testing Machine (INSTRON 3342), using a 10N load cell and ISO 15,841, as a protocol. Eight of these models were prepared, each one for the bonding of each set of self-ligating accessories to be tested: Damon Q, Damon Clear (Ormco), In-Ovation R, In-Ovation C (GAC), BioQuick, QuickClear (Forestadent), SmartClip and Clarity SL (3M). Data were subjected to One-way ANOVA, followed by Tukey tests (P<0.05). Re…

TITÂNIOUniversal testing machineMaterials scienceOrthodontic wireResearchOrthodontics:CIENCIAS MÉDICAS [UNESCO]Load cellDeflection (engineering)Nickel titaniumUNESCO::CIENCIAS MÉDICASComposite materialGradual increaseGeneral Dentistry
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Experiments on Longitudinal and Transverse Bedload Transport in Sine-Generated Meandering Channels

2021

Bedload grains in consecutive meandering bends either move longitudinally or across the channel centerline. This study traces and quantifies the grains’ movement in two laboratorial sine-generated channels, i.e., one with deflection angle θ0 = 30° and the other 110°. The grains originally paved along the channels are uniform in size with D = 1 mm and are dyed in various colors, according to their initial location. The experiments recorded the changes in the flow patterns, bed deformation, and the gain-loss distribution of the colored grains in the pool-bar complexes. We observed the formation of two types of erosion zones during the process of the bed deformation, i.e., Zone 1 in the foresi…

Technology010504 meteorology & atmospheric sciencesQH301-705.5QC1-9990207 environmental engineeringGeometry02 engineering and technologyDeformation (meteorology)01 natural sciencesSettore ICAR/01 - IdraulicaDeflection angleGeneral Materials SciencePoint (geometry)SineBiology (General)020701 environmental engineeringInstrumentationQD1-9990105 earth and related environmental sciencesBed loadFluid Flow and Transfer Processesmeandering channelsBedloadProcess Chemistry and TechnologyTPhysicsmeandering bendGeneral Engineeringbedload transportpredictionexperimentsEngineering (General). Civil engineering (General)Computer Science ApplicationsTransverse planeChemistryErosionTA1-2040GeologyCommunication channelApplied Sciences
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Experimental Studies Regarding Mechanical Behaviour of Textile Reinforcements Laminated Composite Materials

2013

The aim of this paper is to determine the mechanical properties of textile reinforcements laminated composite material and to establish the influence of thickness about these properties. The composite material used for this is a laminated sheet of HGW 2082. In order to study the mechanical behaviour of these kinds of materials we select two experimental tests: uniaxial test and bending test. For the uniaxial test we have measured the maximum load, the maximum extension, the maximum tensile stress and the maximum tensile strain. Also, using an optical extensometer we measured the major and the minor strains. For the bending test we measured the maximum load and the maximum bending deflection…

Textile reinforcementMaterials scienceDeflection (engineering)business.industryUniaxial tensionGeneral MedicineTensile strainStructural engineeringComposite materialbusinessReinforcementExtensometerApplied Mechanics and Materials
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Fractional visco-elastic Timoshenko beam deflection via single equation

2015

SUMMARY This paper deals with the response determination of a visco-elastic Timoshenko beam under static loading condition and taking into account fractional calculus. In particular, the fractional derivative terms arise from representing constitutive behavior of the visco-elastic material. Further, taking advantages of the Mellin transform method recently developed for the solution of fractional differential equation, the problem of fractional Timoshenko beam model is assessed in time domain without invoking the Laplace-transforms as usual. Further, solution provided by the Mellin transform procedure will be compared with classical Central Difference scheme one, based on the Grunwald–Letni…

Timoshenko beam theoryNumerical AnalysisMellin transformDifferential equationDeflection (engineering)Applied MathematicsMathematical analysisGeneral EngineeringFinite differenceTime domainViscoelasticityFractional calculusMathematicsInternational Journal for Numerical Methods in Engineering
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Experimental Survey on Dry Asphalt Rubber Concrete for Sub-ballast Layers

2012

This paper presents the results of an experimental survey on the potential application of DARC (dry asphalt rubber concrete) in rail superstructure, within sub-ballast layers by measuring its damping and mechanical properties. Based on the environmental friendly point of view the DARC has the significant advantage as the backfill material of sub-ballast layer because the rubber comes from the waste tires of truck and its usage can results a significant recycling of non-biodegradable wastes. After a preliminary mix-design of several DARCs, with different rubber content that confirmed by using the Marshall test, the stiffness modulus and damping ratio both of a standard bituminous mixture and…

TruckBallastDamping ratioMaterials scienceNatural rubberWaste tiresAsphaltDeflection (engineering)visual_artvisual_art.visual_art_mediumGeotechnical engineeringLumped massJournal of Civil Engineering and Architecture
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Mechanical evaluation for three-dimensional printed orthodontic springs with different heights-in vitro study

2021

Background The orthodontic spring materials in use have a significant influence on the applied forces. The prerequisite to identify the in vitro< force deflection of the CAD/CAM fabricated springs is considered mandatory to identify the material characteristics. The purpose of the present investigation was to evaluate the mechanical load on 3D printed springs using different coil heights. Material and Methods The springs were digitally designed with different coil heights using Autodesk Netfabb CAD software (San Rafael, CA, USA). Test specimens were manufactured using 3D printable experimental flexible material (Code: BM2008, GC, Tokyo, Japan). The specimens were divided according to the co…

Universal testing machine3d printedMaterials scienceMechanical loadGroup (periodic table)Deflection (engineering)Electromagnetic coilIn vitro studyMechanical EvaluationComposite materialGeneral DentistryUNESCO:CIENCIAS MÉDICASJournal of Clinical and Experimental Dentistry
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Online Deflection Compensation of a Flexible Hydraulic Loader Crane Using Neural Networks and Pressure Feedback

2022

The deflection compensation of a hydraulically actuated loader crane is presented. Measurement data from the laboratory are used to design a neural network deflection estimator. Kinematic expressions are derived and used with the deflection estimator in a feedforward topology to compensate for the static deflection. A dynamic deflection compensator is implemented, using pressure feedback and an adaptive bandpass filter. Simulations are conducted to verify the performance of the control system. Experimental results showcase the effectiveness of both the static and dynamic deflection compensator while running closed-loop motion control, with a 90% decrease in static deflection.

VDP::Teknologi: 500Control and OptimizationArtificial IntelligenceMechanical EngineeringPhysics::Space Physicsdeflection compensation; kinematics; loader crane; hydraulics; neural networkRobotics
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Static Deflection Compensation of Multi-Link Flexible Manipulators Under Gravity

2022

The static deflection compensation method of a planar multi-link flexible manipulator is proposed using the feedback from inertial sensors mounted at the tip of each link. The proposed compensation technique is validated experimentally using a high-precision laser tracker. The proposed strategy is experimentally verified using a three-link flexible manipulator. A strategy to compensate for the centripetal and tangential acceleration induced on the accelerometer mounted on the rotating link is proposed for correct inclination estimation. The improvement in the inclination estimation using the proposed compensation technique is verified both in simulation and experimental studies.

VDP::Teknologi: 500General Computer ScienceoscillationsComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISIONFlexible arm3DoF manipulatorGeneral Engineeringelasticitydeflection compensationGeneral Materials ScienceElectrical engineering. Electronics. Nuclear engineeringTK1-9971IEEE Access
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A Viscoelastic Model for the Long-Term Deflection of Segmental Prestressed Box Girders

2017

Most of segmental prestressed concrete box girders exhibit excessive multidecade deflections unforeseeable by past and current design codes. To investigate such a behavior, mainly caused by creep and shrinkage phenomena, an effective finite element (FE) formulation is presented in this article. This formulation is developed by invoking the stationarity of an energetic principle for linear viscoelastic problems and relies on the Bazant creep constitutive law. A case study representative of segmental prestressed concrete box girders susceptible to creep is also analyzed in the article, that is, the Colle Isarco viaduct. Its FE model, based on the aforementioned energetic formulation, was succ…

business.industryComputer scienceConstitutive equation0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringComputer Graphics and Computer-Aided DesignFinite element methodViscoelasticity0201 civil engineeringComputer Science Applicationslaw.inventionPrestressed concreteComputational Theory and MathematicsCreepDeflection (engineering)lawGirder021105 building & constructionbusinessCivil and Structural EngineeringShrinkageComputer-Aided Civil and Infrastructure Engineering
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