Search results for "Ultima"

showing 10 items of 396 documents

In vitro comparison of the retention capacity of new aesthetic brackets.

1999

Tensile bond strength and bond failure location were evaluated in vitro for two types of aesthetic brackets (non-silanated ceramic, polycarbonate) and one stainless steel bracket, using bovine teeth as the substrate and diacrylate resin as the adhesive. The results show that metallic bracket had the highest bond strength (13.21 N) followed by the new plastic bracket (12.01 N), which does not require the use of a primer. The non-silanated ceramic bracket produced the lowest bond strength (8.88 N). Bond failures occurred mainly between bracket and cement, although a small percentage occurred between the enamel-cement interface with the metal and plastic brackets and within the cement for the …

Dental Stress AnalysisCeramicsMaterials scienceOrthodontic BracketsSurface PropertiesDentistryOrthodonticsEsthetics DentalAcid Etching DentalAdhesivesTensile StrengthUltimate tensile strengthAluminum OxideAnimalsOrthodontic Appliance DesignBisphenol A-Glycidyl MethacrylateCeramicComposite materialDental EnamelCementAnalysis of VariancePolycarboxylate CementEnamel paintbusiness.industryBond strengthBrackettechnology industry and agricultureDental BondingStainless SteelSubstrate (building)visual_artvisual_art.visual_art_mediumCattleEquipment FailureAdhesiveStress MechanicalbusinessEuropean journal of orthodontics
researchProduct

Biomechanical behavior of cavity configuration on micropush-out test: A finite-element-study

2009

Objective: The objective of this study was to simulate the micropush-out bond strength test from a biomechanical point of view. For this purpose, stress analysis using finite element (FE) method was performed. Study design: Three different occlusal cavity shapes were simulated in disc specimens (model A: 1.5 mm cervical, 2 mm occlusal diameter; model B: 1.5 mm cervical, 1.75 mm occlusal diameter; model C: 1.5 mm cervical, 1.5 mm occlusal diameter). Quarter sizes of 3D FE specimen models of 4.0×4.0×1.25 mm3 were constructed. In order to avoid quantitative differences in the stress value in the models, models were derived from a single mapping mesh pattern that generated 47.182 elements and 6…

Dental Stress AnalysisMaterials scienceBond strengthComposite numberIsotropyFinite Element AnalysisDental Bonding:CIENCIAS MÉDICAS [UNESCO]Finite element methodBiomechanical PhenomenaStress (mechanics)medicine.anatomical_structureCompressive strengthOtorhinolaryngologyUNESCO::CIENCIAS MÉDICASUltimate tensile strengthDentinmedicineSurgeryComposite materialGeneral Dentistry
researchProduct

Characterization of a new natural fiber from Arundo donax L. as potential reinforcement of polymer composites.

2013

Abstract The aim of this paper is to study the possibility of using of Arundo donax L. fibers as reinforcement in polymer composites. The fibers are extracted from the outer part of the stem of the plant, which widely grows in Mediterranean area and is diffused all around the world. To use these lignocellulosic fibers as reinforcement in polymer composites, it is necessary to investigate their microstructure, chemical composition and mechanical properties. Therefore, the morphology of A. donax L. fibers was investigated through electron microscopy, the thermal behavior through thermogravimetric analysis and the real density through a helium pycnometer. The chemical composition of the natura…

Dietary FiberThermogravimetric analysisMaterials sciencePolymers and PlasticsPolymersPoaceaeLigninchemistry.chemical_compoundPolysaccharidesTensile StrengthUltimate tensile strengthMaterials TestingSpectroscopy Fourier Transform InfraredMaterials ChemistryHemicelluloseCelluloseComposite materialCelluloseNatural fiberbiologyOrganic ChemistryTemperatureArundo donaxMicrostructurebiology.organism_classificationCharacterization (materials science)Arundo donax fiber Mechanical property Infrared spectroscopy Thermogravimetric analysis Scanning electron microscopy Statistical analysisSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialichemistryMicroscopy Electron ScanningCarbohydrate polymers
researchProduct

On the use of Digital Image Correlation (DIC) for evaluating the tensile behaviour of BFRCM strips

2019

Abstract. Fibre Reinforced Cementitious Matrix (FRCM) composites are becoming largely adopted for retrofitting masonry structures. These materials offer several advantages in comparison to Fibre Reinforced Polymer (FRP) composites, such as good resistance to fire and high temperatures, vapour permeability, possibility to be applied on wet surfaces, higher compatibility with the masonry substrate. However, the tensile behavior of FRCM materials is more complex compared to FRP composites, due to the limited tensile strength of the cement-based matrix. For this reason, FRCM materials require appropriate tensile characterization and, in this context, the use of non-conventional measurement syst…

Digital image correlationMaterials science/dk/atira/pure/subjectarea/asjc/2200/2205Mechanical Engineering0211 other engineering and technologies02 engineering and technologySTRIPS021001 nanoscience & nanotechnologylaw.inventionReinforcement ratioDigital Image Correlation (DIC)Mechanics of Materialslaw021105 building & constructionUltimate tensile strengthGeneral Materials ScienceBasalt textile gridComposite material0210 nano-technologyBFRCMCivil and Structural Engineering
researchProduct

Experimental application of digital image correlation for the tensile characterization of basalt FRCM composites

2021

Abstract Composites made with inorganic matrix, namely fabric reinforced cementitious mortar (FRCM) composites are becoming widespread as strengthening materials for existing masonry structures. These composites are made of a dry grid of fibres embedded in an inorganic matrix. FRCMs can be considered a valid alternative to traditional organic composites such as fibre reinforced polymers (FRPs) because of their better compatibility with the masonry support. This work presents an experimental study for the tensile characterization of a basalt fabric reinforced cementitious mortar (BFRCM) composite. Tensile tests were carried out on coupons reinforced with one, two or three layers of grid to i…

Digital image correlationMaterials scienceDigital image correlation (DIC)Composite number0211 other engineering and technologies020101 civil engineering02 engineering and technologyBendingFRCMTensile tests0201 civil engineering021105 building & constructionUltimate tensile strengthGeneral Materials ScienceComposite materialCivil and Structural Engineeringbusiness.industryBuilding and ConstructionMasonryCrack patternCharacterization (materials science)Settore ICAR/09 - Tecnica Delle CostruzioniReinforcement ratioBasalt grid Crack pattern Digital image correlation (DIC) FRCM Reinforcement ratio Tensile testsCementitiousMortarbusinessBasalt grid
researchProduct

2020

Epoxy resin plays a key role in composite matrices and DGEBA is the major precursor used. With the aim of favouring the use of bio resources, epoxy resins can be prepared from lignin. In particular, diglycidyl ether of isoeugenol derivatives are good candidates for the replacement of DGEBA. This article presents an effective and eco-friendly way to prepare epoxy resin derived from isoeugenol (BioIgenox), making its upscale possible. BioIgenox has been totally characterized by NMR, FTIR, MS and elemental analyses. Curing of BioIgenox and camphoric anhydride with varying epoxide function/anhydride molar ratios has allowed determining an optimum ratio near 1/0.9 based on DMA and DSC analyses a…

Diglycidyl etherMaterials sciencePolymers and PlasticsComposite numberThermosetting polymer02 engineering and technologyGeneral ChemistryEpoxyDynamic mechanical analysis010402 general chemistry021001 nanoscience & nanotechnology01 natural sciences0104 chemical scienceschemistry.chemical_compoundIsoeugenolChemical engineeringchemistryvisual_artUltimate tensile strengthvisual_art.visual_art_medium0210 nano-technologyCuring (chemistry)Polymers
researchProduct

Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression

2013

This paper presents closed form expressions linking the ultimate bearing capacity to the ultimate curvature of rectangular RC sections subjected to axial load and bending moment acting in one of the two symmetry planes of the section. With respect to possible simplified formulations the following effects are also considered: confinement of the concrete, hardening of the longitudinal reinforcement, and presence of reinforcing bars distributed orthogonally to the neutral axis. The formulation is proposed in dimensional terms after a preliminary definition of the geometrical and mechanical parameters governing the structural response of the class of sections considered. The analytical expressi…

Dimensionless formulationCurvatureUniaxial bendingUltimate stateultimate limit stateBearing capacityRC columnsGeophysicMathematicsCivil and Structural EngineeringTension (physics)business.industryRC columnStructural engineeringBuilding and ConstructionCompression (physics)Geotechnical Engineering and Engineering GeologySymmetry (physics)Moment (mathematics)Settore ICAR/09 - Tecnica Delle CostruzioniRC columns uniaxial bending rectangular cross-sections dimensionless formulation ultimate limit state; RC columns; uniaxial bending; rectangular cross-sections; dimensionless formulation; ultimate limit stateGeophysicsBending momentrectangular cross-sectionsRC columns uniaxial bending rectangular cross-sections dimensionless formulation ultimate limit statebusinessNeutral axis
researchProduct

A family of weakest link models for fiber strength distribution

2007

It is well known that the most widely used distribution function for fiber tensile strength, the two-parameter Weibull distribution, does not always adequately describe the experimentally observed fiber strength scatter and the strength dependence on fiber length. To remedy this discrepancy, modifications of the Weibull distribution have been proposed that, while providing a good empirical fit to the strength data, sometimes lack the theoretical appeal of the weakest link models. We derive a family of weakest link models based on the assumption of a two-stage failure process incorporating explicitly the probabilities of flaw initiation and the fiber fracture due to the largest flaw (i.e. th…

Distribution functionMaterials scienceMechanics of MaterialsFiber (mathematics)Ultimate tensile strengthGlass fiberCeramics and CompositesFracture (geology)Composite materialGauge (firearms)Link (knot theory)Weibull distributionComposites Part A: Applied Science and Manufacturing
researchProduct

Bank competition and multimarket contact intensity

2021

Abstract This paper analyzes the effect of multimarket contact on bank competition. We propose a completely new multimarket contact indicator that not only considers the existence of contacts between banks, but also their intensity, by analyzing the strength–weakness position of banks in terms of branch numbers in comparison to their rivals in the markets where they coincide. We test the new indicator empirically in the context of the Spanish banking sector. The main results suggest a negative relationship between market power and the number of multimarket contacts, rejecting the hypothesis of tacit collusion in the Spanish banking sector. However, the result changes completely when we cons…

Economics and Econometrics050208 finance05 social sciencesMonetary economicsBanking sectorTacit collusionConsolidation (business)Negative relationship0502 economics and businessCollusionEconomicsMarket power050207 economicsFinanceMultimarket contactJournal of International Money and Finance
researchProduct

Modeling of out-of-plane behavior of masonry walls

2009

The flexural behavior of rectangular masonry sections is investigated by considering nonlinear stress-strain in compression and limited-tension material. A preliminary analysis shows that, with variation in the parameters specializing with the adopted conventional constitutive law, the experimentally observed behavior of different kinds of masonry materials can be approximated. Subsequently, moment-curvature dimensionless curves are derived numerically by satisfying the equilibrium equations of the section. In the case of negligible tensile strength these curves exhibit a typical shape that can be approximated by analytical expressions; consequently, suitable functions are proposed that are…

EngineeringConstitutive equationWalllaw.inventionFlexural strengthlawUltimate tensile strengthGeneral Materials ScienceMechanics of MaterialDuctilityMasonryExperimentationCivil and Structural EngineeringBearing (mechanical)business.industryMechanical EngineeringCompressionStructural engineeringBuilding and ConstructionMasonryCompression (physics)Stress strain relationNonlinear systemSettore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsMaterials Science (all)business
researchProduct