Search results for "Internal forces"

showing 4 items of 4 documents

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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Adjustable prestressing for construction stages of incrementally launched bridges

2014

Incrementally launched bridges, which are generally built with the static scheme of a continuous beam on supports, change their scheme several times during launching. In these different configurations, internal forces vary and bending moments of opposite signs occur in the same sections for different positions of deck during advancement. In these bridges, two different kinds of prestressing are necessary: a temporary one during launching and a definitive one in service life. In this study, the possibility of implementing automatic adjustable prestressing for the launching stages is investigated; the launch prestressing is partially supplied by a system which can change the tension value in …

EngineeringEnvironmental EngineeringTension (physics)business.industryLaunchedStructural engineeringContinuous beamDeckconcrete deckSettore ICAR/09 - Tecnica Delle CostruzioniService lifeBending momentprestressingbridgebusinessInternal forcesCivil and Structural Engineeringincremental launching
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Polarity-reversal subduction zone initiation triggered by buoyant plateau obstruction

2022

Abstract Oceanic lithosphere worldwide is younger than ca. 200 Myr, suggesting that it must have been globally recycled by the recurrent formation of new subduction zones since the existence of subduction on Earth. However, postulated subduction zone initiation processes remain difficult to explain in many cases, and the specific geodynamic conditions under which these might occur are still largely unknown. We here use numerical models driven by the internal force balance of a subduction system to better understand the (geo)dynamics governing (intra-oceanic) polarity-reversal subduction zone initiation. This initiation mode assumes that the birth of a new subduction zone could be triggered …

Polarity reversalgeographyPlateaugeography.geographical_feature_categorySubductionnumerical modellingpolarity-reversalNumerical modelsinternal force balanceGeophysicsSpace and Planetary ScienceGeochemistry and PetrologyLithosphereoceanic plateausubduction zone initiationEarth and Planetary Sciences (miscellaneous)Internal forcesPetrologysubduction zonesGeologyEarth and Planetary Science Letters
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Bounds to internal forces for elastic-plastic solids subjected to variable loads

1979

Considering an elastic-plastic workhardening solid with piecewise linear yield surfaces and a piecewise linear workhardening law, we give a method for constructing bounds to the internal forces and to the (hardened) yield stresses produced by the action of variable loads at any point of the body and at any time. The loading history is supposed to be unknown, but the loads range within a given domain.

Yield (engineering)Mechanical EngineeringGeometryMechanicsCondensed Matter PhysicsDomain (mathematical analysis)Action (physics)Piecewise linear functionMechanics of MaterialsRange (statistics)Point (geometry)Internal forcesVariable (mathematics)MathematicsMeccanica
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