Search results for "Hinge"

showing 10 items of 26 documents

Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams

2016

Steel–concrete trussed composite beams are a particular types of composite girders constituted by a steel truss embedded in a concrete core. The truss is typically composed by a steel plate or a precast concrete slab working as bottom chord while coupled rebars are generally used to form the upper chord. Moreover, a system of ribbed or smooth steel rebars welded to the plate and forming the diagonals of the truss, works as web reinforcement. In the present study, the attention is focused on the evaluation of the shear resistance of the connection between bottom steel plate (the bottom chord) and concrete core through the diagonal bars of the truss developing a mechanical model able to accou…

Materials scienceShear connection0211 other engineering and technologiesTruss020101 civil engineeringDowel02 engineering and technologySteel bar0201 civil engineeringDowels; Finite element model; Headed studs; Hybrid steel trussed-concrete beams; Push-out tests; Shear connection; Stress transfer mechanism; Theoretical model; Civil and Structural Engineering; Building and Construction; Materials Science (all); Mechanics of MaterialsGirderPrecast concrete021105 building & constructionGeneral Materials ScienceHybrid steel trussed-concrete beamTheoretical modelComposite materialCivil and Structural EngineeringHybrid steel trussed-concrete beams Shear connection Dowels Headed studs Push-out tests Stress transfer mechanism Theoretical model Finite element modelbusiness.industryBuilding and ConstructionStructural engineeringStrength of materialsPush-out testHeaded studSettore ICAR/09 - Tecnica Delle CostruzioniPush-out testsHybrid steel trussed-concrete beamsMechanics of MaterialsHeaded studsStress transfer mechanismPlastic hingeSlabMaterials Science (all)businessDowelsBeam (structure)Finite element modelMaterials and Structures
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Analytical Prediction of the Flexural Response of External RC Joints with Smooth Rebars

2018

Nel presente lavoro viene presentato un modello analitico in forma chiusa in grado di riprodurre la risposta flessionale monotonica di nodi esterni trave-colonna in c.a. con armature lisce. La colonna viene sottoposta a carico verti-cale costante e la trave ad una forza laterale crescente monotonicamente applicata all’estremità. Il modello si basa sul comportamen-to flessionale di trave e colonna adottando un modello di cerniera plasticità concentrata che include lo scorrimento delle armature della trave. Si assume un dominio sforzo normale-momento bilineare semplificato da cui viene derivato il momento ultimo associato alla forza assiale di progetto. Per il nodo viene adottato un modello c…

Materials sciencebusiness.industryflexureHingeVertical loadBilinear interpolationcolumnMonotonic functionStructural engineeringshearPlasticitySettore ICAR/09 - Tecnica Delle CostruzioniBeam; Column; Flexure; Joint; Shear; Smooth rebars; Civil and Structural EngineeringFlexural strengthjoint; beam; column; shear; flexure; smooth rebarssmooth rebarsjointbeamSlippageAxial forcebusinessCivil and Structural Engineering
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La matriz extracelular: morfología, función y biotensegridad (parte I)

2009

La matriz extracelular (MEC) representa una red tridimensional que engloba todos los órganos, tejidos y células del organismo. Constituye un filtro biofísico de protección, nutrición e inervación celular y el terreno para la respuesta inmune, angiogénesis, fibrosis y regeneración tisular. Y representa el medio de transmisión de fuerzas mecánicas a la membrana basal, que a través de las integrinas soporta el sistema de tensegridad y activa los mecanismos epigenéticos celulares. La alteración de la MEC supone la pérdida de su función de filtro eficaz, nutrición, eliminación, denervación celular, pérdida de la capacidad de regeneración y cicatrización y alteración de la transmisión mecánica o …

MecanotransducciónMoléculas de adhesión celularBioelectromagnetismoMatriz extracelular ; Sistema básico de Pischinger ; Tensegridad ; Mecanotransducción ; Moléculas de adhesión celular ; Integrinas ; BioelectromagnetismoTensegridadUNESCO::CIENCIAS MÉDICASSistema básico de PischingerMatriz extracelularIntegrinas:CIENCIAS MÉDICAS [UNESCO]:CIENCIAS MÉDICAS ::Patología [UNESCO]UNESCO::CIENCIAS MÉDICAS ::PatologíaPathology and Forensic Medicine
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A beam element allowing multiple slope discontinuities for RC structures: An application

2018

A beam/column element allowing the formation of multiple plastic hinges in columns or beams of a reinforced concrete (RC) framed structure is used in this work to show, through an application, its advantages with respect to conventional lumped plasticity models. Slope discontinuities can be located at any position of an Euler-Bernoulli beam span and not at the two extremes only. The model is in fact written in the framework of a modified lumped plasticity theory, and respectful of a thermodynamic approach. Flow rules and state equations are derived invoking the Theorem of maximum dissipation and using a Bresler's type activation domain. The beam element has already been implemented in a res…

Nonlinear FEM analysiLumped plasticityPlastic hingeSlope discontinuitySettore ICAR/08 - Scienza Delle CostruzioniBeam element
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Optimal Design of New Steel Connections

2018

The Limited Resistance Rigid Perfectly Plastic Hinge (LRPH) are special steel connections mainly usable to join beam elements of plane or spatial steel frames. The fundamental characteristics of these devices are the mutual independence of their own resistance and stiffness features as well as the respect of assigned constraints related to the elastic and limit behaviour of the joined elements. Within the frame structural scheme, the device plays the role of a rigid perfectly plastic hinge, constituted by a suitably sized sandwich section. The efficient use of the LRPH in the relevant frame depends on the appropriate design of the device geometry. In the present paper, a new approach devote…

Optimal designComputer sciencebusiness.industryPlane (geometry)Frame (networking)StiffnessStructural engineeringUSableFinite element methodPlastic hingemedicinemedicine.symptombusinessBeam (structure)
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On the Post-Elastic Behavior of LRPH Connections

2019

The paper concerns the study of the post-elastic behavior of a recently proposed innovative device, named Limited Resistance Rigid Perfectly Plastic Hinge (LRPH). In particular, LRPH is a steel device of finite length realizing a moment connection between beam elements of a steel frame; it is designed in order to possess two main and independent requirements: its bending moment resistance must be suitably lower than the one of the connected beam element and its overall bending stiffness must be equal to that of the connected beam element characterized by the same length. In order to make the proposed device reliable, LRPH must be capable of realizing a full plastic hinge for the assigned be…

Optimization problemComputer sciencebusiness.industryMechanical EngineeringGeneral Chemical EngineeringStructural engineeringUpper and lower boundsFinite element methodMoment (mathematics)Modeling and SimulationBending stiffnessPlastic hingeBending momentElectrical and Electronic EngineeringSettore ICAR/08 - Scienza Delle CostruzionibusinessBeam (structure)FEM Analysis LRPH Device Optimal Design Post-Elastic Behavior Steel ConnectionInternational Review on Modelling and Simulations (IREMOS)
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The multiple slope discontinuity beam element for nonlinear analysis of RC framed structures

2018

The seismic nonlinear response of reinforced concrete structures permits to identify critical zones of an existing structure and to better plan its rehabilitation process. It is obtained by performing finite element analysis using numerical models classifiable into two categories: lumped plasticity models and distributed plasticity models. The present work is devoted to the implementation, in a finite element environment, of an elastoplastic Euler–Bernoulli beam element showing possible slope discontinuities at any position along the beam span, in the framework of a modified lumped plasticity. The differential equation of an Euler–Bernoulli beam element under static loads in presence of mul…

PhysicsDiscretizationDifferential equationMechanical EngineeringMathematical analysisSlope discontinuity Nonlinear pushover analysis Lumped plasticity Plastic hinge020101 civil engineering02 engineering and technologyPlasticityClassification of discontinuitiesCondensed Matter PhysicsFinite element method0201 civil engineeringNonlinear systemSettore ICAR/09 - Tecnica Delle Costruzioni020303 mechanical engineering & transports0203 mechanical engineeringMechanics of MaterialsBending momentSettore ICAR/08 - Scienza Delle CostruzioniStiffness matrix
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Effects of damage on the response of Euler-Bernoulli beams traversed by a moving mass

2003

The perturbation induced by damage in the dynamic response of Euler-Bernoulli beams traversed by a moving mass is investigated. The structure is discretized into segments of constant bending stiffness, connected together by elastic hinges representing damaged sections. The beam-moving mass interaction force is modelled in the most accurate way by taking into account the effective structural mass distribution and the convective acceleration terms, often omitted in similar studies. The analytical response is obtained through a series expansion of the unknown deflection in a basis of the beam eigenfunctions. The results of experimental tests, performed on a small-scale model of a prototype bri…

PhysicsMass distributionbusiness.industryHingeMechanicsStructural engineeringsymbols.namesakeBernoulli's principleBending stiffnessEuler's formulasymbolsStructural health monitoringbusinessSeries expansionBeam (structure)
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Limited Resistance Rigid Perfectly Plastic Hinges for Steel Frames

2017

The paper concerns the proposal of a new special device for steel frames that can be utilized as external constraint as well as internal one connecting the structure beam elements. The device is designed as a rigid perfectly plastic hinge characterized by suitably chosen stiffness and resistance. Its constituting material is steel. The elastic stiffness and the limit resistance, treated as independent of each other, are fixed with the aim of satisfying special features required to the structure. The proposed device is thought as a sandwich section with wing thickness appropriately variable. Its dimensions are designed so that it can exhibit the fixed independent stiffness and limit resistan…

Structural Devices Rigid Plastic Hinges Steel Structures Elastic Properties Limit ResistanceMaterials scienceResistance (ecology)business.industryComputational MechanicsHinge020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineering0201 civil engineering020303 mechanical engineering & transports0203 mechanical engineeringMechanics of MaterialsArchitectureSettore ICAR/08 - Scienza Delle CostruzioniSafety Risk Reliability and QualitybusinessCivil and Structural EngineeringInternational Review of Civil Engineering (IRECE)
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An active bivergent rolling-hinge detachment system: Central Menderes metamorphic core complex in western Turkey.

2001

Two symmetrically arranged detachment systems delimit the central Menderes metamorphic core complex and define a bivergent continental breakaway zone in the Anatolide belt of western Turkey. Structural analysis and apatite fission-track thermochronology show that a large east-trending syncline within the Alpine nappe stack in the central part of the orogen is related to late Miocene-early Pliocene to recent core-complex formation. The syncline formed as a result of two opposite-facing rolling hinges in the footwalls of each of the two detachments. Back-rotation of the syncline limbs suggests that the detachments rotated from an initial dip of 50 degrees -60 degrees to a currently shallow or…

ThermochronologygeographyPaleontologygeography.geographical_feature_categoryMetamorphic core complexStack (geology)HingeGeology550 - Earth sciencesSynclineGeologyNappe
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