Search results for " Structural"

showing 10 items of 1751 documents

A new procedure to determine the rheological properties of RAP binder and corresponding bituminous blends

2017

Abstract In this paper, a new and simple approach to estimate the rheological properties of Reclaimed Asphalt Pavement (RAP) binder is proposed to overcome the limitations of the conventional extraction procedure. This method is based on Dynamic Shear Rheometer tests performed on mortars composed of RAP fine fraction and virgin binder, together with a new back-calculation solution. The properties of the bituminous blends of virgin and RAP binders are obtained with a modified Nielsen model. The Voigt model is then successfully used to estimate complex modulus and phase angle of the RAP binder from the properties of the back-calculated binder blend. This procedure would prevent the need of RA…

Materials science0211 other engineering and technologiesModulus02 engineering and technologyMortarsRAP binderBack calculationVoigt modelRheologyAsphalt pavement021105 building & construction0502 economics and businessGeneral Materials ScienceComposite materialDSRRAP binder DSR Mortars Nielsen model Voigt model Back-calculationCivil and Structural Engineering050210 logistics & transportation05 social sciencesBack-calculation; DSR; Mortars; Nielsen model; RAP binder; Voigt model; Civil and Structural Engineering; Building and Construction; Materials Science (all)Building and ConstructionBack-calculationNielsen modelAsphaltKelvin–Voigt materialDynamic shear rheometerMaterials Science (all)MortarConstruction and Building Materials
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Thermo-rheological analysis of WMA-additive modified binders

2020

AbstractThermo-rheological characteristics of unmodified and modified bitumen have significant impacts on the mechanical response of asphalt. This study investigates the impacts of an organic and a chemical Warm Mix Asphalt additive on bitumen thermo-rheological and mechanical characteristics. Modified binders with different concentrations of each additive were studied and analysed comparatively to a 40/60 penetration grade bitumen. Frequency sweep tests were performed at different ageing levels to characterise the Linear Viscoelastic properties. The multiple stress creep and recovery, linear amplitude sweep (LAS) and low temperature creep stiffness tests, together with the Glover–Rowe (G–R…

Materials science0211 other engineering and technologiesStiffness020101 civil engineering02 engineering and technologyBuilding and ConstructionViscoelasticitySweep frequency response analysis0201 civil engineeringShear modulusCreepRheologyMechanics of MaterialsAsphalt021105 building & constructionSolid mechanicsAgeing Bitumen rheology Fatigue Low-temperature cracking Rutting Warm mix asphalt (WMA) additivesmedicineSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite materialmedicine.symptomCivil and Structural EngineeringMaterials and Structures
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Not always what closes best opens better: mesoporous nanoparticles capped with organic gates

2019

ABSTRACT Four types of calcined MCM-41 silica nanoparticles, loaded with dyes and capped with different gating ensembles are prepared and characterized. N1 and N2 nanoparticles are loaded with rhodamine 6G and capped with bulky poly(ethylene glycol) derivatives bearing ester groups (1 and 2). N3-N4 nanoparticles are loaded with sulforhodamine B and capped with self-immolative derivatives bearing ester moieties. In the absence of esterase enzyme negligible cargo release from N1, N3 and N4 nanoparticles is observed whereas a remarkable release for N2 is obtained most likely due to the formation of an irregular coating on the outer surface of the nanoparticles. In contrast, a marked delivery i…

Materials science102 Porous / Nanoporous / Nanostructured materialslcsh:BiotechnologyNanoparticle02 engineering and technologyGating010402 general chemistryEngineering and Structural Materials01 natural scienceslaw.inventionSilica nanoparticlesRhodamine 6Gchemistry.chemical_compoundlaw10 Engineering and Structural materialslcsh:TP248.13-248.65lcsh:TA401-492General Materials ScienceCalcinationgated nanodevices021001 nanoscience & nanotechnologyesterase controlled release0104 chemical sciencesChemical engineeringchemistrylcsh:Materials of engineering and construction. Mechanics of materials0210 nano-technologyMesoporous materialmesoporous nanoparticles
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Micromechanisms of load transfer in a unidirectional carbon fibre–reinforced epoxy composite due to fibre failures. Part 1: Micromechanisms and 3D an…

2006

This study gives a detailed analysis of load distributions around fibre breaks in a composite and the mechanisms involved in load transfer. In contrast to other studies reported in the literature the analysis considers different configurations of composite damage from the failure of a few fibres to the failure of many. The model considers the elastic case with and without debonding at the broken fibre/matrix interface. In this way, the usual limitations of the finite element approach are overcome so as to take into account the numbers and interactions of broken fibres whilst maintaining an evaluation of the various fields involved, in particular the stress fields associated with fibre failu…

Materials science3d analysisFinite element approachDelaminationComposite number02 engineering and technologyEpoxy021001 nanoscience & nanotechnologyFinite element methodStress (mechanics)Matrix (mathematics)020303 mechanical engineering & transports0203 mechanical engineeringvisual_artCeramics and Compositesvisual_art.visual_art_mediumComposite material0210 nano-technologyCivil and Structural EngineeringComposite Structures
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Effects of powder concentration and type of resin on the performance of marble composite structures

2009

In this work, we will expose the behaviour of a composite structure reinforced with marble powder. The attention was focused on the effects produced on the physical and mechanical properties due to different kinds of matrix (epoxy and polyester resins) and filler amounts (60%, 70%, 80%). Rheological, static flexural and Izod impact tests have been carried out. An experiment designed was defined for the mechanical tests, in order to quantify the effects of both the resin and the marble percentage on the material properties, as well as to identify a possible correlation between these factors. Moreover, water absorption and stain resistance have been evaluated to study the surface properties o…

Materials scienceAbsorption of waterComposite numberIzod impact strength testBuilding and ConstructionEpoxyengineering.materialPolyesterFlexural strengthvisual_artFiller (materials)visual_art.visual_art_mediumengineeringGeneral Materials ScienceComposite materialMaterial propertiesCivil and Structural EngineeringConstruction and Building Materials
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Alkali activated materials using pumice from the Aeolian Islands (Sicily, Italy) and their potentiality for cultural heritage applications: Prelimina…

2020

Abstract In this paper, the potentialities of pumice-based geopolymers have been explored with the aim to evaluate their use as restoration materials. In particular, the behaviour of Aeolian pumice during alkali activation process, either alone or in binary mixtures with metakaolin, has been assessed using sodium hydroxide and sodium silicate activators. Hardened products were characterized by: X-ray diffraction; infrared spectroscopy; thermo gravimetry and electron microscopy. Furthermore, Hg-intrusion porosimetry, water absorption, compressive strength and colorimetric measurements were carried out in order to define the technical features of the produced geopolymers. The results reveal t…

Materials scienceAbsorption of waterMetallurgySodium silicateAlkali activation; Cultural Heritage; Geopolymer binders; PumiceBuilding and ConstructionPorosimetryCultural HeritageGeopolymer binderschemistry.chemical_compoundSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiCompressive strengthAlkali activationPumicechemistrySodium hydroxidePumiceGeneral Materials SciencePorosityMetakaolinCivil and Structural Engineering
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Mechanical properties of steel fibre reinforced lightweight concrete with pumice stone or expanded clay aggregates

2001

This paper presents basic information on the mechanical properties of steel fibre-reinforced light-weight concrete, manufactured using pumice stone or expanded clay aggregates. Results are presented for standard compressive tests and indirect tensile tests (splitting tests on cylinder specimens and flexure tests on prismatic beams using a three-point loading arrangement) under monotonically increasing or cyclically varying loads. The influence of steel fibres and aggregate types on modulus of elasticity, compressive and tensile strength and post-peak behaviour is evaluated. Test results show that compressive strength does not change for pumice stone aggregates, while an increase is observed…

Materials scienceAggregate (composite)Young's modulusBuilding and ConstructionCylinder (engine)law.inventionsymbols.namesakeSettore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthFracture toughnessMechanics of MaterialslawPumiceSolid mechanicsUltimate tensile strengthsymbolsGeneral Materials ScienceGeotechnical engineeringMaterials Science (all)Composite materialCivil and Structural Engineering
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Pumice concrete for structural wall panels

2003

Some properties of lightweight pumice stone concrete (LWPSC) are discussed, on account of a possible structural use of this material. Then the results of an experimental investigation are described, in order to show that pumice can really be considered an alternative to common artificial lightweight aggregates, taking into account the performance pointed out by loading tests carried out on structural systems made of LWPSC. Three different kinds of reinforced wall panels were made using LWPSC, lightweight expanded clay concrete and normal weight concrete; then their structural responses under horizontal cyclic and constant vertical forces were compared, above all with reference to lateral st…

Materials scienceAggregate (composite)business.industryStructural systemPumice aggregateStructural engineeringStructural lightweight concreteStructural elementSettore ICAR/09 - Tecnica Delle CostruzioniCrackingStructural loadPumiceShear wallGeotechnical engineeringSquat reinforced concrete wallbusinessMaterial propertiesCivil and Structural EngineeringEngineering Structures
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Compressive behavior of FRP externally wrapped R.C. column with buckling effects of longitudinal bars

2018

Abstract In this paper, a calculation model to simulate the compressive behavior of R.C. columns with square cross-sections externally wrapped with FRP, including buckling effects of the longitudinal bars and reduction of the confinement pressure induced by the buckled compressed bars, is presented and discussed. The model distinguishes the cases of corner and side bars, calculating the different critical lengths and the critical loads. The Teng et al. (2009) model was adopted to predict the compressive behavior of FRP-confined concrete, and the Dhakal and Maekawa (2002) model was taken into account to predict the compressive behavior of longitudinal bars. The critical length and critical s…

Materials scienceAnalytical expressionsBar (music)business.industryBuckling0211 other engineering and technologies020101 civil engineeringR.C. columnSteel bar02 engineering and technologyStructural engineeringFibre-reinforced plasticInstabilityConfinement pressure0201 civil engineeringFRP wrapBucklingColumn (typography)021105 building & constructionReduction (mathematics)businessConcrete coverCivil and Structural Engineering
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Tritium sorption and desorption from JET beryllium tiles under temperature, electron radiation and magnetic field

2008

Abstract Tritium release at annealing of samples cut from beryllium tiles exposed to D + D, D + T plasma in the Joint European Torus (JET) was investigated under 5 MeV fast-electron radiation at the dose rate 14 MGy h −1 and in a magnetic field of 1.7 T separately and simultaneously in order to evaluate possible effects of these factors. Abundances of chemical forms of tritium—molecular T 2 (44%), atomic T 0 (42%), and ionic T + (14%) and their distribution were determined in the plasma-exposed beryllium samples with lyomethods. Fast-electron radiation considerably increased the fractional tritium release at annealing by a factor of approximately 5. The magnetic field increased the fraction…

Materials scienceAnnealing (metallurgy)Mechanical EngineeringJoint European TorusAnalytical chemistrychemistry.chemical_elementSorptionPlasmaRadiationNuclear physicsNuclear Energy and EngineeringchemistryDesorptionGeneral Materials ScienceTritiumBerylliumCivil and Structural EngineeringFusion Engineering and Design
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