Search results for "REINFORCED"

showing 10 items of 236 documents

Fiber Post Removal: Comparative Study Using a New Post Concept

2009

Objectives: To evaluate the time required to remove endodontic posts made of quartz and glass fibers, and compare them to a new glass fiber post designed for easy removal on the basis of efficiency and tooth damages. Methods: 40 human single-rooted teeth were treated endodontically and randomly assigned to four fiber posts groups: 1) was restored with Premier#90 (Innotech); 2) with DT#2 Lightpost (Dentsply); 3) with Unicore#3 (Ultradent); 4) with a special, soft-cored “S” glass fiber post ER-Prosthetic#3 (Overfibers). An impression of the canal was taken prior post cementation. The posts were luted with Panavia F and adhesive (Kuraray). All the specimens were mounted in a dental simulation …

POST REMOVALCOMPOSITESFIBER POSTLUTING CEMENTSAdhesion Fiber-reinforced composites Root Cements CompositesENDODONTIC RE-TREATMENT
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Design and use of a Fatigue Test Machine in Plane Bending for Composite Specimens and Bonded Joints

2011

Polymeric and composites materials are increasingly used in industry as structural parts, so that specific information on their mechanical properties "at long term" (creep, relaxation, fatigue) are requested. The design and implementation of these components also requires that they are permanently connected together to perform certain functions. The use of adhesives in structural joints has increased over recent years thanks to the continuous development by companies which provide the market with adhesive having better and better mechanical properties. The main areas relate to the aerospace, aeronautical and automotive industries, where requirements are required for lightness and reliabilit…

Polyester resinchemistry.chemical_classificationMaterials scienceBending (metalworking)business.industryFatigue Test Machinequasi isotropic compositeComposite numberStiffnessFracture mechanicsStructural engineeringEpoxySettore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineCreepchemistryreinforced compositevisual_artglare bonded joints.medicinevisual_art.visual_art_mediumFormabilitymedicine.symptomComposite materialbusiness
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An investigation of the influence of the macroscopic heterogeneity on the thermoelstic response of fibre reinforced plastics

2005

In this work the influence of the inherent heterogeneity in fibre reinforced plastic composites on the qualitative and quantitative evaluation of the thermoelastic signal is discussed. The role of two different levels of heterogeneity is identified, distinguishing between a micro-geometric scale characterized by the presence of different constituent materials, and a macro-geometric scale characterized by a non-uniform distribution of these constituents. Attention has been focused on the macro-scale level, presenting results of experiments performed on glass fibre - polyester resin samples, intended to highlight the influence on the thermoelastic signal of the fabric texture pattern and the …

Polyester resinchemistry.chemical_classificationWork (thermodynamics)Materials scienceScale (ratio)Glass fiberGeneral EngineeringFibre-reinforced plasticSignalThermoelastic dampingchemistryCeramics and CompositesTexture (crystalline)Composite material
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Effect of moisture on elastic and viscoelastic properties of epoxy and epoxy-based carbon fibre reinforced plastic filled with multiwall carbon nanot…

2016

Abstract In this study, we investigated the peculiarities of moisture absorption and moisture-induced effects on the elastic and viscoelastic flexural properties of epoxy resin and carbon fibre reinforced plastic (CFRP) filled with multiwall carbon nanotubes (MWCNTs). Short-term cyclic creep-recovery tests of moistened epoxy and CFRP filled with MWCNTs revealed improvements in creep resistance for both materials. The addition of MWCNTs to the epoxy resin suppressed the moisture absorption by the material, causing a reduction in the diffusion coefficient by 31% and equilibrium moisture content by 15%. The addition of MWCNTs reduced the flexural strength of moistened epoxy and CFRP samples by…

Polymer-matrix composites (PMCs)Materials science02 engineering and technologyCarbon nanotube010402 general chemistryCarbon fibres01 natural sciencesViscoelasticitylaw.inventionFlexural strengthlawComposite materialMoistureFlexural modulusEpoxyCreepFibre-reinforced plastic021001 nanoscience & nanotechnologyEquilibrium moisture content0104 chemical sciencesCreepMechanics of Materialsvisual_artCeramics and Compositesvisual_art.visual_art_medium0210 nano-technologyComposites Part A: Applied Science and Manufacturing
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Durability of Basalt/Hemp Hybrid Thermoplastic Composites

2019

The Achilles heel of thermoplastic natural fibre composites is their limited durability. The environmental degradation of the mechanical properties of hemp and hemp/basalt hybrid-reinforced high-density polyethylene (HDPE) composites has been investigated with a special focus on the effects of water ageing and accelerated ageing, including hygrothermal and UV radiation. Modification of the matrix was carried out using a maleic anhydride high-density polyethylene copolymer (MAPE) as a compatibilizer. Hybridization of hemp fibres with basalt fibres and the incorporation of MAPE were found to significantly decrease the water uptake (up to 75%) and increase the retention of mechanical propertie…

Polymer-matrix composites (PMCs)Materials scienceThermoplasticPolymers and Plasticspolymer-matrix composites; hybrid; environmental degradation; natural fibres; durability; basalt fibres; hemp fibresNatural Fibersenvironmental degradation02 engineering and technologyHemp fibers010402 general chemistrypolymer-matrix composites01 natural sciencesArticlelaw.inventionlcsh:QD241-441chemistry.chemical_compoundDifferential scanning calorimetrylcsh:Organic chemistryhemp fibreslawnatural fibresUltimate tensile strengthComposite materialCrystallizationchemistry.chemical_classificationPolymer-matrix compositehybridChemistry (all)Maleic anhydrideGeneral ChemistryPolyethylene021001 nanoscience & nanotechnologyDurabilityHybrid0104 chemical sciencesEnvironmental degradationSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialichemistryNatural fibre13. Climate actionBasalt fiber reinforced polymersdurabilityHigh-density polyethylenebasalt fibres0210 nano-technologyHemp fibreBasalt fibrePolymers
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A study of spalling behaviour of PAN fibre-reinforced concrete by thermal analysis

1993

Comparisons are made between polypropylene (PP) fibres and polyacrylonitrile (PAN) fibres in order to relate the thermal properties of fibres with the respective fibre mortar behaviour under thermal exposure. Thermogravimetry (TG), differential scanning calorimetry (DSC) and thermochromatography (ThGC) are utilized. When a cementitious fibre mortar is being heated, several physical phenomena occur in the temperature range between 100°C and 200°C. There is a significant difference in the thermal behaviour between PP and PAN fibres. PP fibres melt at 160–170°C. The non‐melting behaviour of PAN fibre together with its rapid exothermic degradation reactions at around 300°C may add risk to the s…

PolypropyleneMaterials sciencePolymers and PlasticsMetals and AlloysPolyacrylonitrile02 engineering and technologyGeneral ChemistryFiber-reinforced concrete010402 general chemistry021001 nanoscience & nanotechnology01 natural sciences0104 chemical sciencesElectronic Optical and Magnetic Materialslaw.inventionThermogravimetrychemistry.chemical_compoundDifferential scanning calorimetrychemistrylawCeramics and CompositesCementitiousMortarComposite material0210 nano-technologyThermal analysis
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Performance of a historical cantilever reinforced concrete bridge with half-joint degradation

2022

The lack of maintenance of roadway concrete bridges built from the Second World War until the 70 s of the 20th century has led in recent years to an ever-increasing request for safety assessments. When bridge performance in terms of Serviceability Limit State (SLS) and Ultimate Limit State (ULS) has to be evaluated, in-situ visual inspections and load tests for safety and maintenance assessment have to be coupled with structural analysis. In order to identify a sound bridge structural model and to assess the actual conservation state, more refined models than those usually considered for section and reinforcement design should be used to reproduce the results of load tests and perform globa…

PrestressingHalf-jointStrut-and-tie modelsBuilding and ConstructionServiceabilityCantilever bridgeStructural assessmentCorrosionReinforced concreteGerber saddleCantilever bridge; Corrosion; Gerber saddle; Half-joint; Prestressing; Reinforced concrete; Serviceability; Structural assessment; Strut-and-tie modelsArchitectureSafety Risk Reliability and QualityCivil and Structural EngineeringStructures
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Radiation curing of carbon fibre composites

2014

Epoxy/carbon fibre reinforced composites were produced by means of e-beam irradiation through a pulsed 10 MeV electron beam accelerator. The matrix consisted of a difunctional epoxy monomer (DGEBA) and an initiator of cationic polymerisation, while the reinforcement was a unidirectional high modulus carbon fibre fabric. Dynamic mechanical thermal analysis was carried out in order to determine the cross-linking degree. The analysis pointed out a nonuniformity in the cross-linking degree of the e-beam cured panels, with the formation of clusters at low Tg (glass transition temperature) and clusters at high Tg. An out-of-mould post irradiation thermal treatment on e-beam cured samples provides…

RadiationMaterials scienceModulusThermal treatmentEpoxyFracture toughnessvisual_artvisual_art.visual_art_mediumSettore CHIM/07 - Fondamenti Chimici Delle TecnologieComposite materialGlass transitionThermal analysisBeam (structure)Curing (chemistry)Carbon fibre reinforced epoxy resin Radiation curingDynamic mechanical thermal analysisDelamination fracture toughness
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Parameters affecting the fundamental period of infilled RC frame structures

2015

Despite the fact that the fundamental period appears to be one of the most critical parameters for the seismic design of structures according to the modal superposition method, the so far available in the literature proposals for its estimation are often conflicting with each other making their use uncertain. Furthermore, the majority of these proposals do not take into account the presence of infills walls into the structure despite the fact that infill walls increase the stiffness and mass of structure leading to significant changes in the fundamental period numerical value. Toward this end, this paper presents a detailed and in-depth analytical investigation on the parameters that affect…

Reinforced concrete buildingEngineeringInfilled framesReinforced concrete buildingsInfill wallbusiness.industryModal analysisModal analysisStructure (category theory)StiffnessStructural engineeringMasonrySpan (engineering)Modal analysiSeismic analysisFundamental periodInfillmedicineGeotechnical engineeringmedicine.symptombusinessFundamental period; Infilled frames; Masonry; Modal analysis; Reinforced concrete buildings; Civil and Structural EngineeringMasonryInfilled frameCivil and Structural Engineering
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BIAXIAL CURVATURE AND DUCTILITY CAPACITY OF RC COLUMN BASE CROSS SECTIONS

2014

The deformation performance of the base cross sections of reinforced concrete buildings is fundamental when large seismic events occur allowing the structure to have large excursions in nonlinear field and guaranteeing an overall ductile behaviour. It is well known that the axial force acting on columns significantly reduces the curvature capacity of the sections and for this reason the technical codes give design criteria stating a limitation in order to preserve the displacement capacity. It is also recognized that when biaxial bending occur the cross section undergo a loss in strength capacity. Starting the study of from Bresler (1960), which provided suitable expression to predict 3D li…

Reinforced concreteSettore ICAR/09 - Tecnica Delle CostruzioniCurvature capacityBiaxial bendingCurvature ductilityReinforced concrete Cross-sections Curvature capacity Curvature domain Curvature ductility Axial load Biaxial bendingCross-sectionsAxial loadReinforced concrete; Cross-sections; Curvature capacity; Curvature domain; Curvature ductility; Axial load; Biaxial bendingCurvature domain
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