Search results for "confinement."

showing 10 items of 183 documents

Experimental Investigation on the Compressive Behaviour of Clay Brick Masonry Columns Confined by BFRP or Steel Wires

2016

This paper presents the results of an experimental research aiming to investigate on the compressive behavior of full size clay brick masonry columns reinforced with Basalt Fiber Reinforced Cementitious Matrix (BFRCM) or with steel wires collaring. Uniaxial compressive tests were performed on eight retrofitted columns and four control specimens. Two masonry strength were considered by varying the mortar grade. Results are presented and discussed in terms of axial stress-strain relationships, failure modes and crack patterns of the specimens tested up to failure. For the limit of investigated variables, comparisons with unreinforced specimens show the ability of these alternative techniques …

Basalt Fibers Brick Masonry Columns Confinement Experimental Investigation Steel WiresSettore ICAR/09 - Tecnica Delle Costruzioni
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Steel-concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions

2005

Experimental results of the local bond stress-slip relationship of reinforcing bars embedded in lightweight fiber reinforced concrete with expanded clay aggregates are presented. The effect of the following parameters were investigated: - dimension of specimens; - anchorage length; - percentages of hooked steel fibers; - geometrical ratio of transverse reinforcement; - confinement external transverse pressure. Prismatic specimens with deformed steel bars embedded for a fixed length equal to five and eight equivalent diameters were tested under both monotonic and cyclic reversal imposed displacements at the tip of the bars, in controlled displacement tests. The influence of the above mention…

Bond strengthEngineeringBond strengthbusiness.industryMonotonic functionStructural engineeringFiber-reinforced concreteSteel fiberPhysics::Classical PhysicsPaint adhesion testinglaw.inventionLightweight concreteTransverse planeSettore ICAR/09 - Tecnica Delle CostruzionilawCyclic loadComposite materialMonotonic loadMaterial propertiesbusinessDuctilityDisplacement (fluid)ConfinementCivil and Structural Engineering
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Frecuencia sexual de los adolescentes españoles durante el confinamiento por COVID-19

2020

La situación de confinamiento debido a la COVID-19 ha supuesto un gran cambio en los estilos de vida de los jóvenes. Sin embargo, poco se conoce del impacto que el aislamiento ha tenido en la sexualidad de los adolescentes. Por ello, el objetivo de este trabajo es conocer la frecuencia sexual de los adolescentes durante el confinamiento y sus posibles consecuencias, todo ello con una perspectiva de género. 134 adolescentes españoles, entre 16-20 años, respondieron a una encuesta on-line ad hoc sobre sexualidad, siendo el 59.7% chicas. Un 67.2% de los participantes se consideraba heterosexual, un 91.2% estaba confinado/a con sus padres, un 59.7% estaba soltero/a y un 40.3% tenía pareja estab…

COVID-19adolescentesExperimental and Cognitive Psychologydiferencias de géneroBF1-990confinamientoPsychiatry and Mental healthClinical Psychologysexual behaviorcovid-19gender differencesadolescentconfinementPediatrics Perinatology and Child Health:1 - Filosofía y psicología::159.9 - Psicología [CDU]frecuencia sexualDevelopmental and Educational PsychologyPsychologygender differences.PsychologyHumanities
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Analisi Sperimentale del Comportamento Ciclico di Elementi in Calcestruzzo a Bassa Resistenza Confinati con FRCM

2013

Vengono riportati i principali risultati di una campagna sperimentale finalizzata alla caratterizzazione della risposta sotto carichi assiali ciclici di colonne di calcestruzzo a bassa resistenza con sezione circolare, quadrata e rettangolare, rinforzate con fibre di carbonio immerse in matrice cementizia (CFRCM). Sono state condotte prove di compressione assiale su 30 campioni di altezza 600 mm, 10 a sezione cilindrica di diametro 300 mm, 10 quadrata di lato 200 mm, e 10 rettangolare di lato 200x400 mm. Le prove sono finalizzate a indagare gli effetti del carico ciclico, della forma della sezione, del raggio di curvatura degli spigoli e del numero di strati di tessuto di rinforzo sul legam…

Carbon Fiber Cementitious Matrix Cyclic actions Confinement Experimental testsSettore ICAR/09 - Tecnica Delle CostruzioniSperimentazioneCarbon FiberCalcestruzzo confinatoCyclic actionsFRCMExperimental testsCompressione centrataCarbon Fiber; Cementitious Matrix; Cyclic actions; Confinement; Experimental testsCementitious MatrixConfinement
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Experimental investigation on the compressive behavior of short-term preloaded carbon fiber reinforced polymer-confined concrete columns

2017

Strengthening of concrete columns with fiber reinforced polymer sheets provides a good improvement to the existing structural members in terms of load and strain capacity due to the properties of the composite jacket. A proper knowledge of the load–strain response of the composite members is necessary to design retrofitting intervention of existing structures; however, so far the available design methods do not allow to take into account the effect of the possible presence of service loads on the compressive behavior of the reinforced columns. An experimental investigation on the compressive behavior of preloaded circular concrete columns reinforced with carbon fiber reinforced polymer was …

Carbon fiber reinforced polymerMaterials scienceconfined concretebusiness.industry0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineering0201 civil engineeringTerm (time)axial capacitySettore ICAR/09 - Tecnica Delle CostruzioniMechanics of Materialsconfinement021105 building & constructionGeneral Materials Sciencebusinessfiber reinforced polymer (FRP)preloadingconfinement lateral pressureCivil and Structural Engineering
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Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars

2012

The structural behaviour of reinforced concrete columns strengthened with a system made up of fibre nets embedded in an inorganic stabilized cementitious matrix was investigated. Specimens with circular and square cross-section were cast and subjected to monotonic uniaxial compression to investigate the efficiency of a Polypara-phenylene-benzo-bisthiazole (PBO) Fibre Reinforced Cementitious Mortars (FRCM) system in increasing both carrying capacity and ductility. The experimental results show that confinement with PBO fibre produced a noticeable increment in strength and ductility, though the low mechanical ratios of fibre considered were not always able to ensure hardening behaviour up to …

Cementitious matrices; fibre reinforced; PBO fibres; RC columns; Repair; RetrofittingSettore ICAR/09 - Tecnica Delle CostruzioniRetrofittingCementitious matricesfibre reinforcedConcrete confinement FRCM PBO fiber experimental uniaxial stress-strain lawPBO fibresRC columnsRepair
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Overview of the JET results

2015

Since the installation of an ITER-like wall, the JET programme has focused on the consolidation of ITER design choices and the preparation for ITER operation, with a specific emphasis given to the bulk tungsten melt experiment, which has been crucial for the final decision on the material choice for the day-one tungsten divertor in ITER. Integrated scenarios have been progressed with the re-establishment of long-pulse, high-confinement H-modes by optimizing the magnetic configuration and the use of ICRH to avoid tungsten impurity accumulation. Stationary discharges with detached divertor conditions and small edge localized modes have been demonstrated by nitrogen seeding. The differences in…

Chemical analysiMagnetic confinementEdge localized modeTokamak:Física [Ciências exactas e naturais]Nuclear engineeringplasma-facing componentsTungsten7. Clean energyiter-like walllaw.inventionheat loadsAlcator C-ModlawPlasma-facing componentalcator C-MODQCPhysicsJet (fluid)Thermally activatedDivertormagnetic confinementMagnetic confinement fusionTokamak deviceerosionCondensed Matter PhysicsChemical erosionPost mortem analysiCondensed Matter Physics; Nuclear and High Energy PhysicsBerylliumAtomic physicstokamaksTokamaksNuclear and High Energy Physicschemistry.chemical_elementImpurity accumulationCondensed Matter PhysicNuclear and High Energy Physics; Condensed Matter PhysicsTungstenFísica Física:Physical sciences [Natural sciences]divertorNuclear fusionNuclear and High Energy PhysicPhysics Physical sciencesGas fuel analysifuel retentionSettore FIS/07 - Fisica Applicata(Beni Culturali Ambientali Biol.e Medicin)operationOrders of magnitudechemistryJETtransportMagnetic configuration
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Compressive response of substandard steel-jacketed RC columns strengthened under sustained service loads: From the local to the global behavior

2018

Abstract This paper presents an experimental investigation on substandard partially steel jacketed RC columns strengthened under sustained loads and loaded until failure. The aim of the study is to compare the compressive response of preloaded columns with respect to the tests without preload to obtain a more realistic prediction of load-carrying capacity of structural columns after retrofitting under serviceability loads. The influence of the preload level, the delayed contribution of the confining device during the loading process and the time dependent effects are highlighted for the tested specimens. Based on the experimental observations, an analysis-oriented model is proposed for the …

Confinement lateral pressureServiceability (structure)business.industryComputer scienceSteel jacketing0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringSustained loadPreloadingConfined concreteRc columns0201 civil engineeringSettore ICAR/09 - Tecnica Delle CostruzioniSettore ING-IND/31 - ElettrotecnicaPreload021105 building & constructionRetrofittingGeneral Materials ScienceMaterials Science (all)businessConfinementCivil and Structural EngineeringConstruction and Building Materials
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Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior

2013

This paper provides a new general stress-strain law for concrete confined by steel, fiber reinforced polymer (FRP), or fiber reinforced cementitious matrix (FRCM), obtained by a suitable modification of the well-known Sargin’s curve for steel confined concrete. The proposed law is able to reproduce stress-strain curve of any shape, having both hardening or softening behavior, by using a single closed-form simple algebraic expression with constant coefficients. The coefficients are defined on the basis of the stress and the tangent modulus of the confined concrete in three characteristic points of the curve, thus being related to physical meaningful parameters. It will be shown that if the v…

Constant coefficientsMaterials scienceFiber reinforced polymers (FRP)Article SubjectStress–strain curvefiber reinforced cementitiuos matrix (FRCM)Fibre-reinforced plasticConfined concretefiber reinforced cementitiuos matrix (FRCM); Confined concrete; Fiber reinforced polymers (FRP); modelsmodelsSettore ICAR/09 - Tecnica Delle Costruzionilcsh:TA1-2040LawTangent modulusHardening (metallurgy)Algebraic expressionComposite materialConfinement of concrete general stress-strain law transverse reinforcement FRP FRCMCementitious matrixlcsh:Engineering (General). Civil engineering (General)SofteningCivil and Structural EngineeringAdvances in Civil Engineering
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A three-dimensional study of the onset of convection in a horizontal, rectangular porous channel heated from below

2012

Author's version of an article published in the journal: International Journal of Thermal Sciences. Also available from the publisher at: http://dx.doi.org/10.1016/j.ijthermalsci.2011.12.012 The onset of convection is studied in a rectangular channel filled with a fluid saturated porous medium, bounded above and below by impermeable isothermal walls at unequal temperatures and laterally by partially conducting walls. A three-dimensional linear stability analysis is carried out under the assumption of an infinite longitudinal channel length. Then, this assumption is relaxed in order to determine the threshold length for the three-dimensional convection to be the preferred mode at onset. Sens…

ConvectionMaterials scienceBiot number Darcy-Bénard problem lateral confinement linear stability method of weighted residuals rectangular channelAspect ratioBiot numberLINEAR STABILITYBIOT NUMBERGeneral EngineeringThermodynamicsMechanicsCondensed Matter PhysicsInstabilityVDP::Mathematics and natural science: 400::Mathematics: 410Physics::Fluid DynamicsTransverse planeDARCY-BÉNARD PROBLEMHeat transferMETHOD OF WEIGHTED RESIDUALSRECTANGULAR CHANNELLongitudinal waveLinear stability
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