Search results for "Dynamic load testing"

showing 10 items of 11 documents

Dynamic shakedown of structures with variable appended masses and subjected to repeated excitations

1996

Elastic shakedown for discrete, or finite-element discretized, structures subjected to combinations of static and time-variable loads is addressed in the hypothesis of elastic-perfectly plastic material behavior. The static load is conceived as the weight of an additional mass appended to the structure, whereas the time-variable load is conceived as an unknown sequence of excitations belonging to a specified domain, with intervals between subsequent excitations during which the structure is considered as being motionless. It is shown that, in the plane of the static and time-variable load parameters, the structure's dynamic shakedown domain is nonconvex and that its boundary curve generally…

Discretizationbusiness.industryPlane (geometry)Mechanical EngineeringNumerical analysisStructural engineeringMechanicsDynamic ShakedownDynamic load testingFinite element methodShakedownMaxima and minimaMechanics of MaterialsLimit loadGeneral Materials SciencebusinessMathematics
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A distributed dynamic load balancer and its implementation on multi-transputer systems for molecular dynamics simulation

1990

Abstract A new and efficient approach is described to the dynamic load-balancing problem which is central in concurrent computing. A transputer-based implementation is tested on a molecular dynamics simulation of spinodal phase separation.

Dynamic simulationSpinodalMolecular dynamicsPhase transitionHardware and ArchitectureSpinodal decompositionComputer scienceTransputerGeneral Physics and AstronomyConcurrent computingParallel computingDynamic load testingComputer Physics Communications
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Semiactive control for floating offshore wind turbines subject to aero-hydro dynamic loads

2011

Wind and wave dynamic loads might cause undesirable vibrations that affect the structure integrity and system performance of floating offshore wind turbines. This paper addresses the problem of dynamic load mitigation by using semiactive control techniques with the tuned liquid column dampers placed on the turbine’s tower. The control law is formulated based on the mixed H2/H∞ methods for ensuring the system stability and reliability. Furthermore, the proposed controller only uses output feedback so as to avoid the dependence on the knowledge of the states of the system. Peer Reviewed

EngineeringRenewable Energy Sustainability and the Environmentbusiness.industryEnergy Engineering and Power TechnologyTurbineFloating wind turbinesDynamic load testingDamperVibrationOffshore wind powerReliability (semiconductor)Control theory:Energies::Recursos energètics renovables [Àrees temàtiques de la UPC]Electrical and Electronic EngineeringbusinessTowerOffshore wind energyEnergies renovables -- Producció
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Lead-Lag-Shaped Interactive Force Estimation by Equivalent Output Injection of Sliding-Mode

2020

Estimation of interactive forces, which are mostly unavailable for direct measurement on the interface between a system and its environment, is an essential task in various motion control applications. This paper proposes an interactive force estimation method, based on the well-known equivalent output injection of the second-order sliding mode. The equivalent output injection is used to obtain a frequency-unshaped quantity that appears as a matched external disturbance and encompasses the interactive forces. Afterwards, a universal lead-lag shaper, depending on dynamics of the motion control system coupled with its environment, is used to extract an interactive force quantity. Once identif…

Hydraulic cylinderReference measurementComputer scienceRobustness (computer science)Control theoryFrequency domainFOS: Electrical engineering electronic engineering information engineeringSystems and Control (eess.SY)Motion controlLead–lag compensatorSystem structureElectrical Engineering and Systems Science - Systems and ControlDynamic load testing
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Muscle strength and muscle endurance of middle-aged women and men associated to type, duration and intensity of muscular load at work

1988

Muscle strength and muscle endurance in groups with different occupational muscular load was studied among 60 women and 69 men. The mean age of the subjects was 52.0 +/- 3.4 years. Isometric grip and trunk strength were measured on dynamometers, and dynamic muscle endurance by sit-ups. A job analysis was done with the AET method including the assessment of intensity, duration and type of muscular work of each subject. According to the job analysis, the subjects were classified into groups with low or high muscular load at work. The maximal isometric hand grip strength of women with a load classified as long duration of static or dynamic load on the hands at work was 86 and 88%, respectively…

Malemedicine.medical_specialtyWork Capacity Evaluationbusiness.industryMusclesPhysical ExertionWork (physics)Public Health Environmental and Occupational HealthWork Capacity EvaluationIsometric exerciseMiddle AgedTrunkDynamic load testingIntensity (physics)Grip strengthPhysical medicine and rehabilitationIsometric ContractionPhysical EndurancemedicinePhysical therapyHumansFemalemedicine.symptombusinessMuscle contractionInternational Archives of Occupational and Environmental Health
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Stochastic dynamics of linear elastic trusses in presence of structural uncertainties (virtual distortion approach)

2004

Structures involving uncertainties in material and/or in geometrical parameters are referred to as uncertain structures. Reliability analysis of such structures strongly depends on variation of parameters and probabilistic approach is often used to characterize structural uncertainties. In this paper dynamic analysis of linearly elastic system in presence of random parameter variations will be performed. In detail parameter fluctuations have been considered as inelastic, stress and parameter dependent superimposed strains. Analysis is then carried out via superposition principle accounting for response to external agencies and parameter dependent strains. Proposed method yields asymptotic s…

Mathematical optimizationMechanical EngineeringLinear elasticityAerospace EngineeringTrussOcean EngineeringStatistical and Nonlinear PhysicsCondensed Matter PhysicsVariation of parametersDynamic load testingSuperposition principleVirtual DistortionNuclear Energy and EngineeringDynamic AnalysiSuperposition PrincipleDistortionStochastic ParameterConvergence (routing)Statistical physicsAsymptotic expansionCivil and Structural EngineeringMathematicsProbabilistic Engineering Mechanics
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Optimal Design of Trusses According to a Plastic Shakedown Criterion

2004

The optimal design of elastic-perfectly plastic truss structures subjected to quasi-statically loads variable within a given load domain is studied. The actions are given as the combination of fixed load and perfect cyclic load. Suitably chosen load multipliers are given. A minimum volume formulation of the design problem with assigned limit load multiplier is developed and it is provided on the grounds of a statical approach as well as of a kinematical approach. The incremental collapse (ratchetting) of the optimal structure is prevented, as long as the loads are not greater than some prescribed values, by special constraints suitably introduced in the search problem. The Kuhn-Tucker equat…

Optimal designMathematical optimizationOptimization problemMechanics of MaterialsIterative methodMechanical EngineeringSearch problemTrussLimit loadCondensed Matter PhysicsDynamic load testingShakedownMathematicsJournal of Applied Mechanics
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In-vitro fatigue and fracture performance of three different ferrulized implant connections used in fixed prosthesis

2021

Background/purpose: The aim of the present in vitro study was to evaluate fatigue resistance of dental fixtures in three different types of fixture/abutment finishing line. Materials and methods: Transmucosal dental implants, with or without ferrulized neck, underwent fatigue tests (static and dynamic load) using the following standard protocol: UNI EN ISO 14801:2016. Two types of loading devices (screw- or cement-retained restoration) were also tested, and fatigue cycle tests were run to failure. Data of static and dynamic load tests were analyzed by proper statistical methods. Results: Following standard protocol for fatigue testing, the ILC type (Implant Level with ferrulized neck and ce…

OrthodonticsMaterials sciencemedicine.medical_treatmentFerruleDynamic load testingCrown (dentistry)lcsh:RK1-715Ferrulized implant necklcsh:DentistrymedicineFracture (geology)Ultimate failureOriginal ArticleImplantDeformation (engineering)Prosthesis fixationGeneral DentistryAbutment (dentistry)Fatigue testJournal of Dental Sciences
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Concurrent molecular dynamics simulation of spinodal phase transition on transputer arrays

1990

Abstract We describe a concurrent implementation on cost-effective transputer arrays of a molecular dynamics program to efficiently simulate physical systems consisting of thousands of mobile particles with an interaction range much shorter than the system dimensions. This program, which uses a geometric decomposition strategy and includes a distributed dynamic load balancer, has been extensively tested by simulating the two-dimensional spinodal phase separation of a large Lennard-Jones system.

Phase transitionSpinodalComputer sciencebusiness.industrySpinodal decompositionTransputerPhysical systemGeneral Physics and AstronomyDynamic load testingComputational scienceMolecular dynamicsSoftwareHardware and ArchitecturebusinessAlgorithmComputer Physics Communications
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Non-stationary spectral moments of base excited MDOF systems

1988

The paper deals with the evaluation of non-stationary spectral moments of multi-degree-of-freedom (MDOF) line systems subjected to seismic excitations. The spectral moments of the response are evaluated in incremental form solution by means of an unconditionally stable step-by-step procedure. As an application, the statistics of the largest peak of the response are also evaluated.

PhysicsSpectral momentsStochastic modellingExcited stateMathematical analysisMonte Carlo methodLine (geometry)Earth and Planetary Sciences (miscellaneous)LinearityGeotechnical Engineering and Engineering GeologyBase (exponentiation)AlgorithmDynamic load testingEarthquake Engineering & Structural Dynamics
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