Search results for "Concrete."

showing 10 items of 249 documents

A fractional-order model for aging materials: An application to concrete

2018

Abstract In this paper, the hereditariness of aging materials is modeled within the framework of fractional calculus of variable order. A relevant application is made for the long-term behavior of concrete, for which the creep function is evaluated with the aid of Model B3. The corresponding relaxation function is derived through the Volterra iterated kernels and a comparison with the numerically-obtained relaxation function of Model B3 is also reported. The proposed fractional hereditary aging model (FHAM) for concretes leads to a relaxation function that fully agrees with the well-established Model B3. Furthermore, the FHAM takes full advantage of the formalism of fractional-order calculu…

Concrete creep020101 civil engineering02 engineering and technologyCondensed Matter Physic0201 civil engineeringRILEM database0203 mechanical engineeringApplied mathematicsGeneral Materials ScienceMechanics of MaterialVariable-order fractional calculuMathematicsMechanical EngineeringApplied MathematicsFractional hereditary aging materialCondensed Matter PhysicsFractional calculusFormalism (philosophy of mathematics)020303 mechanical engineering & transportsFractional aging concreteCreepMechanics of MaterialsIterated functionConcrete relaxationModeling and SimulationMaterials Science (all)Settore ICAR/08 - Scienza Delle Costruzioni
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Behavior in compression of concrete cylinders externally wrapped with basalt fibers

2015

Abstract This paper gives additional information on the use of new class of composites constituted by Basalt Fiber Reinforced Polymer (BFRP) bonded with epoxy resin to concrete specimens as an alternative confinement material for compressed concrete members with respect to carbon or glass fibers. From the experimental point of view, concrete cylinders are wrapped with continuous fibers, in the form of sheets, applying both full and partial discrete wrapping with BFRP straps, and then tested in compression. For comparison, few other concrete cylinders are wrapped with Carbon Fiber Reinforced Polymer (CFRP) sheets and tested in compression. The number and type of plies (full or partial wrappi…

Concrete cylinders; Basalt fibers; Carbon fibers; Monotonic tests; Cyclic testsMaterials scienceGlass fiberIndustrial and Manufacturing EngineeringConcrete cylindersBrittlenessMonotonic testCarbon fibersFiberComposite materialCarbon fiber reinforced polymerCyclic testsBasalt fiberbusiness.industryMechanical EngineeringStructural engineeringEpoxyCompression (physics)Basalt fibersSettore ICAR/09 - Tecnica Delle CostruzioniSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiCompressive strengthMechanics of Materialsvisual_artBasalt fiberCeramics and Compositesvisual_art.visual_art_mediumCarbon fiberConcrete cylinderbusinessMonotonic testsComposites Part B: Engineering
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Tecnica e poetica. Il calcestruzzo armato nell'opera di Giuseppe Samonà

2021

Elemento distintivo e imprescindibile dell’opera di Giuseppe Samonà è l’utilizzo del calcestruzzo armato, come forma tecnica ma anche poetica, alla base del carattere estetico-figurativo delle sue architetture. Il differente utilizzo del calcestruzzo - spesso in forma monolitica, ricercando la continuità materica e spaziale tra interno ed esterno - deriva dal rapporto tipologia-morfologia: al prevalere dell’uno cambia il modo in cui il materiale viene impiegato e pertanto anche il linguaggio che ne deriva secondo un rapporto causa-effetto.

Concrete Language ArchitectureSettore ICAR/14 - Composizione Architettonica E Urbana
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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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Prediction of the out-of-plane response of infilled frames under seismic loads by a new fiber-section macro-model

2016

This chapter suggests that an extension of the capability of the traditional inplane macro-models to capture the simultaneous in-plane and Out-Of-Plane (OOP) response of infills. A new simplified macro-model for the assessment of both in plane and out-of-plane responses of infilled frames was developed and validated. The possibility to simulate the arching action is achieved by using distributed plasticity fiber-section elements, able to directly account for the coupling between axial load and bending moment. The arching action is explicitly introduced by the use of fiber-section beam-column elements, which can model the coupling between axial-load and bending moment. The model presented is…

CouplingEngineeringbusiness.industryMaterials Science (miscellaneous)Seismic loadingBuilding and ConstructionStructural engineeringPlasticitymaronry infills. reinforced concrete frames in-plane out-of-plane equivalent strutDisplacement (vector)Mechanism (engineering)Settore ICAR/09 - Tecnica Delle Costruzioniequivalent strutmaronry infills. reinforced concrete framesBending momentMacroout-of-planebusinessin-planeJoint (geology)
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Biaxial deformation and ductility domains for engineered rectangular RC cross-sections: A parametric study highlighting the positive roles of axial l…

2016

Abstract Axial load and biaxial bending strongly influence the deformation capacity of column cross-sections, in most cases causing a non-negligible loss of curvature and ductility with respect to the case of pure bending along principal axes, commonly assumed as the basic condition to assess the inelastic capacity. In consideration of this the paper investigates the biaxial deformation performance of RC rectangular cross-sections belonging to one-dimensional elements, focusing on the influence of some parameters as the cross-section aspect ratio and the distribution of the rebars, as well as the mechanical characteristics of concrete and steel and the impact of biaxial/axial stresses. In t…

Cross-sectionMaterials science0211 other engineering and technologies020101 civil engineeringAaxial load02 engineering and technologyBendingDeformation (meteorology)CurvatureCurvature domain0201 civil engineeringCurvature capacityDuctilityParametric statisticsCivil and Structural Engineering021110 strategic defence & security studiesbusiness.industryStructural engineeringAspect ratio (image)Reinforced concreteSettore ICAR/09 - Tecnica Delle CostruzioniAaxial load; Bbiaxial bending; Cross-sections; Curvature capacity; Curvature domain; Curvature ductility; Reinforced concrete;Pure bendingBbiaxial bendingCurvature ductilityCross-sectionsbusinessPrincipal axis theorem
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Simultaneous measurement of temperature and strain in glass fiber/epoxy composites by embedded fiber optic sensors: II. Post-cure testing

2007

In this paper the use of fiber optic sensors embedded into GFRP laminates for structural health monitoring of thermo-mechanical loads is presented. The proposed sensing system, consisting of two coupled fiber Bragg grating (FBG) sensors, allows the simultaneous measurement of both temperature and strain by decoupling the change in reflected wavelength induced by temperature variations from that induced by either mechanical or apparent strain, with significant advantages either for monitoring the composite cure kinetics, as described in the accompanying paper (Part I), or for assessing the structural response to thermo-mechanical loads. Both thermal ramp and mechanical static/dynamic bending…

DAMAGE DETECTIONQuasi-static bending testsTRANSVERSE CRACKSFiber Bragg grating (FBG) sensorsDynamic testsCoefficient of thermal expansion (CTE)Condensed Matter PhysicsAtomic and Molecular Physics and OpticsCONCRETE STRUCTURESMechanics of MaterialsGFRP composite materialsSignal ProcessingGeneral Materials ScienceElectrical and Electronic EngineeringBRAGG GRATING SENSORSFiber Bragg grating (FBG) sensors; GFRP composite materials; Quasi-static bending tests; Dynamic tests; Coefficient of thermal expansion (CTE)Civil and Structural EngineeringFBG SENSORSCURE
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Modal Analysis of a Reinforced Concrete Frame in Various States of Damage

2005

The purpose of this paper is to report selected results of an experiment in which two, natural size r/c frames were put on shaking table and subjected to a sequence of seismic excitations with increasing intensity interlaced with low level, diagnostic tests. The shaking table experiment aimed at working out new methodology for monitoring vibrations of r/c structures to assess their state. Characteristic decrease of natural frequencies and increase of structural damping was observed and analyzed in detail. It was interesting to note 20 per cent drop in natural frequencies prior to visual detection of any cracks.

Damage detectionMaterials sciencebusiness.industryMechanical EngineeringModal analysisDiagnostic testStructural engineeringReinforced concreteVibrationVisual detectionMechanics of MaterialsEarthquake shaking tableGeneral Materials SciencebusinessKey Engineering Materials
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Monitoring road pavement performance through a novel data processing approach, accelerated pavement test results

2020

This research presents a novel performance-based interpretation method for continuous monitoring of pavement condition through the use of piezoelectric sensors. The objective of this study is to validate the compressed cumulative loading event approach, implemented in a previously developed piezoelectric sensor, for detecting subsurface fatigue cracking through full-scale accelerated pavement testing. A piezo-electric film of polyvinylidene fluoride is used to harvest the microstrain energy induced by the traffic loading at the surface. Epoxy is used to protect the sensor following a H-shape packaging. Piezoelectric sensors were exposed to approximately 1.0 million load repetitions between …

Data processingAccelerated pavement testingbusiness.industryPiezoelectric sensorPavement responseContinuous monitoringStructural engineeringLongitudinal strainAccelerated Pavement Testing (APT)Asphalt concreteCrackingEnvironmental scienceStructural health monitoring (SHM)businessStrain gaugeStrain gaugeEnergy (signal processing)Piezoelectric sensor
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