Search results for "Shear"

showing 10 items of 804 documents

Further examination of the thermodynamic modification of the inflow layer of tropical cyclones by vertical wind shear

2013

Recent work has developed a new framework for the impact of vertical wind shear on the intensity evolution of tropical cyclones. A focus of this framework is on the frustration of the tropical cyclone's power machine by shear-induced, persistent downdrafts that flush relatively cool and dry (lower equivalent potential temperature, θ<sub>e</sub>) air into the storm's inflow layer. These previous results have been based on idealised numerical experiments for which we have deliberately chosen a simple set of physical parameterisations. Before efforts are undertaken to test the proposed framework with real atmospheric data, we assess here the robustness of our previous res…

Atmospheric ScienceMeteorologyEyeInflowAtmospheric scienceslcsh:QC1-999lcsh:ChemistryTropical cyclogenesislcsh:QD1-999Wind shearCyclogenesisCycloneTropical cycloneGeologylcsh:PhysicsCentral dense overcastAtmospheric Chemistry and Physics
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Crustal dynamics of Mount Vesuvius from 1998 to 2005: Effects on seismicity and fluid circulation

2008

[1] This paper presents the results of hydrogeochemical and seismological studies carried out at Mount Vesuvius during the period June 1998 to December 2005. Hydrogeochemical data show the occurrence of slowly varying long-term variations in the total dissolved salts and bicarbonate contents of the groundwaters, accompanied by a general decline in water temperatures. The temporal distributions of air temperature and rainfall in the Vesuvius area suggest that these variations do not depend on changes in the hydrological regime. The changes in the geochemical parameters are accompanied by slight variations in both the seismicity rate and energy release. A further relationship between seismic …

Atmospheric ScienceSoil Sciencehydrogeochemistry vesuviusAquiferAquatic ScienceInduced seismicityOceanographyGeochemistry and PetrologyEarth and Planetary Sciences (miscellaneous)Earth-Surface ProcessesWater Science and Technologygeographygeography.geographical_feature_categoryEcologyPaleontologyForestryAtmospheric temperatureStress fieldGeophysicsVolcanoShear (geology)Space and Planetary ScienceSedimentary rockGroundwaterGeologySeismologyJournal of Geophysical Research
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Simplified analytical model for moment–axial force domain in the presence of shear in R.C. members externally strengthened with steel cages

2015

Equations for a hand calculation of moment–axial force domain in the presence of shear for R.C. beam/column externally strengthened with steel angles and strips are developed. The analytical derivation is made assuming, for axial load and flexure, the equivalent stress-block parameters for internal forces, considering the confinement effects induced in the concrete core by external cages both in the cases of strips or angles yielding. Limit states due to bond failure, concrete crushing and yielding of steel angles and strips in flexure and in shear, including moment-to-shear interaction, are considered. The proposed model gives results in a good agreement with available experimental data an…

Axial force–moment interaction; Concrete beams; Concrete columns; Shear–moment interaction; Steel angles; Strengthening; Strips; Building and Construction; Civil and Structural Engineering; Mechanics of Materials; Materials Science (all)Materials scienceAxial force–moment interactionMaterials ScienceConcrete beams0211 other engineering and technologiesBond failureConcrete beam020101 civil engineering02 engineering and technologySTRIPSSteel angles0201 civil engineeringlaw.inventionlawStrips021105 building & constructionConcrete columnsMechanics of MaterialGeneral Materials ScienceCivil and Structural EngineeringHand calculationShear–moment interactionbusiness.industryBuilding and ConstructionStructural engineeringSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)Mechanics of MaterialsSteel angleSolid mechanicsStrengtheningAxial loadStripMaterials Science (all)Axial forcebusinessInternal forcesConcrete columnMaterials and Structures
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Processing and characterization of highly oriented fibres of biodegradable nanocomposites

2015

Abstract Biodegradable polymeric materials are becoming day by day ever more important in packaging, agriculture, single-use cutleries and other large consumer applications. The major part of those materials is used under the form of film, i.e. subjected to elongational flow, but the main problem is that they often offer poor mechanical properties. Adding nanofillers, like Multi Walled Carbon Nanotubes (MWCNTs) may solve this problem but only if there is a full control of their orientation inside the material. Aim of this work is to investigate the processing-properties-morphology relationships for a system prepared under elongation flow of MaterBi and commercial MWCNTs. The materials were …

B. Rheological propertieMaterials scienceNanocompositeB. Mechanical propertieMechanical EngineeringShear viscosityCarbon nanotubeLow mobilityIndustrial and Manufacturing Engineeringlaw.inventionCharacterization (materials science)Shear (sheet metal)A. Polymer-matrix composites (PMCs)Draw ratioSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiE. Melt-spinningMechanics of MaterialslawCeramics and CompositesElongationComposite materialComposites Part B: Engineering
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Static Performances of Timber- and Bamboo-Concrete Composite Beams: A Critical Review of Experimental Results

2021

The use of composite beams made with traditional concrete and bio-based materials (such as timber and bamboo) is a valuable solution to reduce the environmental impact of the building sector. Timber-Concrete Composite (TCC) beams have been used for decades in structural applications such as new buildings, refurbishment of old timber structures, and bridges. Recently, different researchers suggested composite beams based on engineered bamboo, commonly named Bamboo-Concrete Composite (BCC) beams. This study presents a systematic comparison of structural performances and connection behavior of TCC and BCC beams under short-term static load. TCCs beams are compared to BCC ones using similar she…

BambooMaterials sciencebusiness.industry0211 other engineering and technologiesFailure modeMechanical properties020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringShear connectorBending performancesFailure modesShear connectorsComposite beams0201 civil engineeringBamboo-concreteSettore ICAR/09 - Tecnica Delle Costruzioni021105 building & constructionbusinessBending performanceMechanical propertieTimber-concreteThe Open Construction & Building Technology Journal
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Brittle reactivation of ductile shear zones in NW Namibia in relation to South Atlantic rifting

2015

Rifting has occurred worldwide along preexisting mobile belts, which are therefore thought to control rift orientation on a large scale. On a smaller scale, shear zones within mobile belts are reactivated as rift faults. In NW Namibia, shear zones of the Neoproterozoic Kaoko Belt run subparallel to the present-day continental passive margin and are inferred to have been reactivated during the opening of the South Atlantic Ocean. However, the extent of this reactivation and the influence of the reactivated shear zones on South Atlantic rifting are largely unknown. A combined remote sensing and field study was conducted to quantify offsets that are a direct function of shear zone reactivation…

BasaltVolcanic rockPaleontologygeographyGeophysicsRiftBrittlenessgeography.geographical_feature_categoryGeochemistry and PetrologyPassive marginShear zoneGeologySeismologyTectonics
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Performance of Steel Fibrous Reinforced Concrete Corbels Subjected to Vertical and Horizontal Loads

2009

A softened strut-and-tie macromodel able to reproduce the flexural behavior of corbels in plain and fibrous concrete and with the presence of steel bars, including softening of compressed struts and yielding of main and secondary steel bars, is presented in this paper. The main focus of the proposed model is the determination of the load-deflection curves of corbels subjected to the coupled effects of vertical and horizontal forces bearing in mind the influence of the type of concrete (normal or high strength), of the fiber percentage and of the arrangement and percentage of the main and secondary (horizontal stirrup) steel bars. A validation of the proposed model is made therefore with ref…

Bearing (mechanical)Materials scienceHorizontal and verticalbusiness.industryMechanical EngineeringBuilding and ConstructionStructural engineeringFiber-reinforced concretereinforced concreteStirruplaw.inventionFlexural strengthsteel fiberMechanics of MaterialslawCorbelShear strengthGeneral Materials ScienceGeotechnical engineeringshear strengthSettore ICAR/08 - Scienza Delle CostruzionibusinessSofteningCivil and Structural EngineeringJournal of Structural Engineering
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Influence of variability and uncertainty of wind and waves on fatigue damage of a floating wind turbine drivetrain

2021

Abstract This study investigates the effect of variability and uncertainty of wind and wave conditions on the short-term fatigue damage of a 10-MW floating wind turbine drivetrain. Global dynamic responses of a semi-submersible wind turbine are calculated by aero-hydro-servo-elastic simulations in various environmental conditions. Then, rotor and generator loads, as well as nacelle motions from the global analysis are provided to a drivetrain model to investigate its dynamics. One-hour fatigue damage of the drivetrain bearings is calculated based on the bearing loads and speeds, and the effect of uncertainties related to wind and waves is assessed. The results indicate that the variations o…

Bearing (mechanical)Renewable Energy Sustainability and the EnvironmentNacelleRotor (electric)DrivetrainFloating wind turbineTurbineWind speedlaw.inventionVDP::Teknologi: 500lawWind shearEnvironmental scienceMarine engineering
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Influence of a thin horizontal weak layer on the mechanical behaviour of shallow foundations resting on sand

2021

The presence of minor details of the ground, including soil or rock masses, occurs more frequently than what is normally believed. Thin weak layers, shear bands, and slickensided surfaces can substantially affect the behaviour of foundations, as well as that of other geostructures. In fact, they can affect the failure mechanisms, the ultimate bearing capacity of footings, and the safety factor of the geotechnical system. In this research, numerically conducted through Finite Element Code Plaxis 2D, the influence of a horizontal thin weak layer on the mechanical behaviour of shallow footings was evaluated. The obtained results prove that the weak layer strongly influences both the failure me…

Bearing capacityQE1-996.5FEMSafety factorSettore ICAR/07 - GeotecnicaFoundation (engineering)GeologyWeak layerFinite element methodShear (sheet metal)Shallow foundationFailure mechanismsGeneral Earth and Planetary SciencesGeotechnical engineeringBearing capacityLayer (electronics)Shear strength (discontinuity)GeologyStrip footing
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Fabric control on strain and rupture of heterogeneous shale samples by using a non-conventional mechanical test

2004

Abstract This work was a part of the preliminary stage of the ANDRA project on a deep-seated research laboratory for the feasibility study of long-term radioactive waste storage in the Callovo–Oxfordian argillites of the Eastern part of the Paris Basin. These rocks are bedded, their density is about 2.4, and they contain an average of 30% carbonates and 25% quartz. Thick (5 mm) sections from cores were put through a non-conventional device called CGI testcell (CGI: Centre de Geologie de l'Ingenieur, i.e. Engineering Geology Centre). The aim of this versatile device is to achieve plane deformation tests under compressive uniaxial loading together with controlled temperature and humidity cond…

BeddingLithologyMineralogyGeologyWeatheringengineering.materialBrittlenessShear (geology)Geochemistry and PetrologyengineeringPyriteOil shaleQuartzGeologyApplied Clay Science
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