Search results for "Compressive strength"

showing 10 items of 111 documents

Physical and mechanical properties of sustainable hydraulic mortar based on marble slurry with waste glass

2021

This paper aims to propose and characterize a sustainable hydraulic mortar entirely obtained by the reuse of waste materials, with marble slurry coming from quarries in the north-western Sicily and glass powder coming from a waste collection plant in Marsala (Province of Trapani). The first was used as raw material to produce the mortar binder by a kilning and slaking process, while the second was used as a pozzolanic additive. The chemical and morphological characterization of the marble slurry was done by XRD, FTIR, STA and SEM analyses. Glass powder was analyzed through particle size distribution measurements, XRD and standard pozzolanic tests. Hydraulic mortars constituted by slaked lim…

Glass recyclingMaterials sciencePozzolanic aggregates0211 other engineering and technologies02 engineering and technologyManagement Monitoring Policy and LawRaw materialengineering.material021105 building & constructionGE1-350General Materials Science021108 energyWaste Management and DisposalLimeMetallurgyHydraulic limeRecycled glassPozzolanEnvironmental sciencesCompressive strengthHydraulic mortarsengineeringSlurryMarble slurryWaste materialsMortar
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Bond characterization of monolithic and layered glass panels and ultrasonic tests to control glued surfaces

2019

Abstract An experimental investigation is presented regarding the compressive and shear strength of monolithic and PVB laminated glass elements connected by acrylic glue. Ultrasonic tests were also used to control the efficiency of glued surfaces of glass panels. Twenty-four triplets composed of three float glass elements glued with acrylic adhesive were prepared to perform bond tests. Of these twelve triplets were made with monolithic glass elements with a nominal thickness of 20 mm, while twelve were made with layered glass elements 20 mm thick. Three single elements of monolithic glass and three of layered glass were tested for compressive strength. Ultrasonic tests were performed on a s…

Glued jointMaterials scienceFloat glassMechanical testingCompression (physics)Glued jointsCharacterization (materials science)law.inventionShear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthlawShear strengthGlaAdhesionUltrasonic sensorAdhesion; Glass; Glued joints; Mechanical testing; Ultrasonic testingGlassComposite materialLaminated glassSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural EngineeringUltrasonic testing
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Comparative study of the lubricant performance of Compritol® HD5 ATO and Compritol® 888 ATO: effect of polyethylene glycol behenate on lubricant capa…

2003

The aim of this paper is to study the lubricant capacity of Compritol HD5 ATO, a glyceryl and polyethylene glycol dibehenate, obtained by atomization. This material is compared to Compritol 888 ATO, constituted only by glyceryl dibehenate. First, this study verifies that Compritol HD5 ATO and Compritol 888 ATO present the same granular characteristics and that their mixes with Lactopress present no structural differences. Secondly, in term of compressibility and cohesiveness, the use of Compritol 888 ATO or Compritol HD5 ATO with Lactopress does not involve any significant modification. Finally, the minor difference of lubricant capacity between Compritol HD5 ATO and Compritol 888 ATO has n…

GlycerolMaterials scienceCompressive StrengthChemistry PharmaceuticalPharmaceutical ScienceExcipientLactosePolyethylene glycolCompritol HD5 ATODosage formCompritol 888Polyethylene Glycolschemistry.chemical_compoundPharmaceutical technologyTensile StrengthLubricationmedicineOrganic chemistryParticle SizeLubricantGLYCERYL DIBEHENATEFatty AcidschemistryChemical engineeringMicroscopy Electron ScanningTabletsmedicine.drugInternational Journal of Pharmaceutics
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Effect of steel collars on the seismic behaviour of axially-cracked historical stone columns

2014

Granite and heavy stone circular columns could often be found in the cultural heritage among ancient churches and historical buildings in all the Mediterranean area. Their good strength properties allow them to carry big load values, while their bright colours and aesthetical characteristics were used by a lot of architects in the past to achieve structural solutions with great visual impact.Though such materials have great compressive strength values, environmental effects, especially long term effects, can damage the structural members, by cracking them. In this way the slenderness of the column increases, and the presence of an imposed ground motion can be very dangerous, since the colum…

Ground motionEngineeringCrackbusiness.industryStiffnessStructural engineeringCrackingRetrofittingRocking motionStone columnCompressive strengthColumn (typography)StiffnemedicineGeotechnical engineeringmedicine.symptombusinessGround shakingAxial symmetryCivil and Structural EngineeringStress concentrationEngineering Structures
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Compressive behavior of short high-strength concrete columns

2010

Abstract The focus of the present paper is the compressive response of short high strength reinforced concrete members. Members have square transverse cross-sections and they are reinforced with longitudinal steel bars and transverse stirrups. A preliminary analysis to check the stability condition of longitudinal bars was made to verify that buckling occurs after yielding in compression. Prescriptions on required diameter and spacing of stirrups are given. In the following, a model is presented which allows us to evaluate the confinement pressures exercised by transverse steel and by longitudinal bars during the loading process taking into account the interaction of the stirrups with the i…

High strength concreteEngineeringbusiness.industryStress–strain curveCompressionStructural engineeringCompression (physics)StirrupCore (optical fiber)Stress-strain curvesTransverse planeCompressive strengthBucklingconfinementbucklingbusinessElastic modulusCivil and Structural EngineeringEngineering Structures
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Shear design of high strength concrete beams in MRFs

2019

This paper presents the criteria for the shear design of high strength concrete (HSC) beams in moment resisting frames (MRFs). The formulation of an analytical model is provided for the case of beams with longitudinal reinforcement in the presence of transverse stirrups. The model is of additive type, in the meaning that the shear resistance of the beam is evaluated as the sum of several contributions. In particular, the contribution of concrete, longitudinal rebars, and transversal reinforcement are taken into account. Furthermore, for assessing the concrete contribution, a classical approach is followed, according to which two effects arise in the shear mechanism: the arc and the beam eff…

High strength concreteMaterials scienceGeography Planning and DevelopmentFlexural resistance; High strength concrete; Moment resisting frames; Shear resistance; Shear-moment domain; Building and Construction0211 other engineering and technologies020101 civil engineering02 engineering and technologyResidual0201 civil engineeringlcsh:HT165.5-169.9Flexural resistanceReinforcementShear-moment domainHigh strength concrete021110 strategic defence & security studiesbusiness.industryShear resistanceStructural engineeringMoment resisting framesBuilding and Constructionlcsh:City planningUrban StudiesTransverse planeSettore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthShear resistanceShear (geology)lcsh:TA1-2040Moment resisting framelcsh:Engineering (General). Civil engineering (General)businessBeam (structure)
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Granular chains for the assessment of thermal stress in slender structures

2015

Slender beams subjected to compressive stress are common in civil and mechanical engineering. The rapid in-situ measurement of this stress may prevent structural anomalies. In this paper, we describe the coupling mechanism between highly nonlinear solitary waves (HNSWs) propagating along an L-shaped granular system and a beam in contact with the granular medium. We evaluate the use of HNSWs as a tool to measure stress in thermally loaded structures and to estimate the neutral temperature, i.e. the temperature at which this stress is null. We investigated numerically and experimentally one and two L-shaped chains of spherical particles in contact with a prismatic beam subjected to heat. We f…

Highly nonlinear solitary waveMaterials scienceNeutral temperaturebusiness.industryElectronic Optical and Magnetic MaterialComputer Science Applications1707 Computer Vision and Pattern RecognitionCondensed Matter PhysicNeutral temperatureNull (physics)Applied MathematicStress (mechanics)Nonlinear systemOpticsCompressive strengthThermal bucklingNondestructive testingDiscrete particle modelCoupling (piping)Nondestructive testingElectrical and Electronic EngineeringComposite materialbusinessBeam (structure)L-shaped chainSPIE Proceedings
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Mechanical properties of materials obtained via alkaline activation of illite-based clays of Latvia

2015

Materials has been synthesized in the temperature range from 60-100 °C from two illite based clays of Latvia under activation of KOH and NaOH solutions (4-6 M). Compressive strength and apparent porosity were measured. The effect of concentration of KOH and NaOH solutions on the material mechanical properties was investigated by means of infrared spectroscopy (IR). Compressive strength data of the materials showed that via such activation could obtain building materials with good quality.

HistoryMaterials scienceMineralogyInfrared spectroscopyengineering.materialAtmospheric temperature rangeComputer Science ApplicationsEducationCompressive strengthIlliteengineeringComposite materialMaterial propertiesPorosityAlkaline activationJournal of Physics: Conference Series
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Effect of bone loss on the fracture resistance of narrow dental implants after implantoplasty. An in vitro study

2021

Background Implantoplasty (IP) involves polishing of the exposed surface of implants affected by peri-implantitis (PI). A study was made to determine whether the degree of bone loss influences the fracture resistance of implants with or without IP. Material and Methods An in vitro study was carried out on 32 narrow (3.5 mm) dental implants with a rough surface and external hexagonal connection. Implantoplasty was performed in half of the implants of the sample. Both the IP and control implants were divided into two subgroups according to the amount of bone loss (3 mm or 7.5 mm). Standardized radiographic assessment of implant width was performed using specific software. The main outcome var…

ImplantoplastyMaterials scienceRadiographyAlveolar Bone LossCirurgia dentalDentistryCompressive strengthOutcome variableHumansIn vitro studycancerPeri-implantitisGeneral DentistryUNESCO:CIENCIAS MÉDICASTraumatismes dentalsTitaniumjaw boneDental traumaImplants dentalsHexagonal crystal systembusiness.industryResearchDental implantsTitaniOtorhinolaryngologyoral metastasesRough surfaceDental surgeryFracture (geology)incidenceSurgeryStress MechanicalImplantbusinesssoft tissueImplantology
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Experimental calibration of flat jacks for in-situ testing of masonry

2018

Flat-jack testing method is one of the most commonly used techniques for the structural assessment of existing masonry structures. Single and double flat jacks are usually adopted to evaluate the acting normal stress, or the compressive behaviour of masonry material. Test procedures are codified by international standards (e.g., A.S.T.M D4729-87; C1196-04; C1197-04, R.I.L.E.M TC 177–MDT D.4; R.I.L.E.M. TC 177–MDT D.5), which provide the preliminary calibration of an experimental coefficient (km) and of the effective area (Aeff), which determination influences significantly the reliability of the test. This article presents the result of an experimental study on the calibration of flat jacks…

In situconversion factorVisual Arts and Performing Artsbusiness.industrycompressive stre0211 other engineering and technologies020101 civil engineering02 engineering and technologyConservationStructural engineeringMasonry0201 civil engineeringCompressive strengthmasonry021105 building & constructionArchitectureCalibrationflat-jack methodbusinessGeologyInternational Journal of Architectural Heritage
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