Search results for "Civil Engineering"

showing 10 items of 1216 documents

Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams

2016

Steel–concrete trussed composite beams are a particular types of composite girders constituted by a steel truss embedded in a concrete core. The truss is typically composed by a steel plate or a precast concrete slab working as bottom chord while coupled rebars are generally used to form the upper chord. Moreover, a system of ribbed or smooth steel rebars welded to the plate and forming the diagonals of the truss, works as web reinforcement. In the present study, the attention is focused on the evaluation of the shear resistance of the connection between bottom steel plate (the bottom chord) and concrete core through the diagonal bars of the truss developing a mechanical model able to accou…

Materials scienceShear connection0211 other engineering and technologiesTruss020101 civil engineeringDowel02 engineering and technologySteel bar0201 civil engineeringDowels; Finite element model; Headed studs; Hybrid steel trussed-concrete beams; Push-out tests; Shear connection; Stress transfer mechanism; Theoretical model; Civil and Structural Engineering; Building and Construction; Materials Science (all); Mechanics of MaterialsGirderPrecast concrete021105 building & constructionGeneral Materials ScienceHybrid steel trussed-concrete beamTheoretical modelComposite materialCivil and Structural EngineeringHybrid steel trussed-concrete beams Shear connection Dowels Headed studs Push-out tests Stress transfer mechanism Theoretical model Finite element modelbusiness.industryBuilding and ConstructionStructural engineeringStrength of materialsPush-out testHeaded studSettore ICAR/09 - Tecnica Delle CostruzioniPush-out testsHybrid steel trussed-concrete beamsMechanics of MaterialsHeaded studsStress transfer mechanismPlastic hingeSlabMaterials Science (all)businessDowelsBeam (structure)Finite element modelMaterials and Structures
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Engineering failure analysis of corroded R.C. beams in flexure and shear

2018

Abstract In the present paper, a simple model to reproduce the load-deflection response of corroded beams failing in flexure and shear is presented and discussed. Effects of diffused and pitting corrosion on steel bars, compressive concrete strength degradation and concrete bond strength degradation due to rust formation are included in the model. Engineering approach based on limit state theory was here adopted to predict the peak and the residual flexural and shear strength of corroded beams with corresponding deflections and ductility estimation. Calculation of deflection at cracking taking into account of rust formation and deflection at yielding and the ultimate state taking into accou…

Materials scienceShear-moment interactionBond strength0211 other engineering and technologiesGeneral Engineering020101 civil engineeringPitting02 engineering and technology0201 civil engineeringCorrosionCorrosionCrackingEngineering (all)Flexural strengthDeflection (engineering)021105 building & constructionLoad-deflection responsePitting corrosionGeneral Materials ScienceLimit state designMaterials Science (all)SlippageComposite materialBondEngineering Failure Analysis
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Glassy PEEK‐WC vs Rubbery Pebax®1657 Polymers: Effect on the Gas Transport in CuNi‐MOF Based Mixed Matrix Membranes

2020

Mixed matrix membranes (MMMs) are seen as promising candidates to overcome the fundamental limit of polymeric membranes, known as the so-called Robeson upper bound, which defines the best compromise between permeability and selectivity of neat polymeric membranes. To overcome this limit, the permeability of the filler particles in the MMM must be carefully matched with that of the polymer matrix. The present work shows that it is not sufficient to match only the permeability of the polymer and the dispersed phase, but that one should consider also the individual contributions of the diffusivity and the solubility of the gas in both components. Here we compare the gas transport performance o…

Materials scienceSolucions polimèriques02 engineering and technology010402 general chemistry01 natural scienceslcsh:Technologylcsh:ChemistryDifferential scanning calorimetryPebax®1657Rubbery polymerPeekGeneral Materials ScienceGas separationSolubilityInstrumentationlcsh:QH301-705.5CuNi-MOFFluid Flow and Transfer Processeschemistry.chemical_classificationlcsh:TProcess Chemistry and TechnologyGlassy polymerTermoplàsticsGeneral EngineeringGas separationPEEK-WCPolymer021001 nanoscience & nanotechnologylcsh:QC1-9990104 chemical sciencesComputer Science ApplicationsMembraneChemical engineeringchemistrylcsh:Biology (General)lcsh:QD1-999Permeability (electromagnetism)lcsh:TA1-2040BarrerMixed matrix membrane0210 nano-technologylcsh:Engineering (General). Civil engineering (General)pebax<sup>®</sup>1657lcsh:Physics
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Poly(3,4-Ethylenedioxythiophene) nanoparticles as building blocks for hybrid thermoelectric flexible films

2019

Hybrid thermoelectric flexible films based on poly(3,4-ethylenedioxythiophene) (PEDOT) nanoparticles and carbon nanotubes were prepared by using layer-by-layer (LbL) assembly. The employed PEDOT nanoparticles were synthesized by oxidative miniemulsion polymerization by using iron(III) p-toluenesulfonate hexahydrate (FeTos) as an oxidant and poly(diallyldimethylammonium chloride) (PDADMAC) as stabilizer. Sodium deoxycholate (DOC) was used as a stabilizer to prepare the aqueous dispersions of the carbon nanotubes. Hybrid thermoelectric films were finally prepared with different monomer/oxidant molar ratios and different types of carbon nanotubes, aiming to maximize the power factor (PF). The …

Materials scienceSolucions polimèriquesminiemulsionNanoparticle02 engineering and technologyCarbon nanotubepedot010402 general chemistry01 natural sciencesthermoelectricitylaw.inventionchemistry.chemical_compoundVan der Pauw methodPEDOT:PSSlawSeebeck coefficientThermoelectric effectMaterials ChemistryPEDOTcarbon nanotubeselectrical conductivityhybrid materialSurfaces and InterfacesConductivitat elèctricaCiència dels materials021001 nanoscience & nanotechnology0104 chemical sciencesSurfaces Coatings and FilmschemistryChemical engineeringlcsh:TA1-2040nanoparticleslcsh:Engineering (General). Civil engineering (General)0210 nano-technologyHybrid materiallayer-by-layer assemblyPoly(34-ethylenedioxythiophene)
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Polymeric Thin Films for Organic Electronics: Properties and Adaptive Structures

2013

This review deals with the correlation between morphology, structure and performance of organic electronic devices including thin film transistors and solar cells. In particular, we report on solution processed devices going into the role of the 3D supramolecular organization in determining their electronic properties. A selection of case studies from recent literature are reviewed, relying on solution methods for organic thin-film deposition which allow fine control of the supramolecular aggregation of polymers confined at surfaces in nanoscopic layers. A special focus is given to issues exploiting morphological structures stemming from the intrinsic polymeric dynamic adaptation under non-…

Materials scienceSupramolecular chemistryNanotechnologyReviewlcsh:Technologysolution processeslaw.inventionelectronic devices solution processes polymers thin filmslawmorphologyGeneral Materials ScienceElectronicsThin filmlcsh:MicroscopyNanoscopic scaleplastic electronicslcsh:QC120-168.85chemistry.chemical_classificationOrganic electronicslcsh:QH201-278.5lcsh:TTransistorPolymerchemistrythin filmsThin-film transistorlcsh:TA1-2040solar cellslcsh:Descriptive and experimental mechanicstransistorslcsh:Electrical engineering. Electronics. Nuclear engineeringlcsh:Engineering (General). Civil engineering (General)lcsh:TK1-9971Materials
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Transmission Attenuation Power Ratio Analysis of Flexible Electromagnetic Absorber Sheets Combined with a Metal Layer.

2018

Electromagnetic noise absorber sheets have become a solution for solving complex electromagnetic interference (EMI) problems due to their high magnetic losses. This contribution is focused on characterizing a novel structure that is based on an absorber film with a metal layer attached on its top side. Two different absorber compositions were combined with Al and Cu metal layers in order to study the improvement on the performance of these structures, depending on the complex permeability, absorber film thickness, and type of metal. The transmission attenuation power ratio of the absorber films is analyzed and compared to the performance of absorber and metal structures. The measurement pro…

Materials scienceTest fixture02 engineering and technologycomplex permeability01 natural scienceslcsh:TechnologyElectromagnetic interferenceMicrostripArticlelaw.inventioninsertion losslawTransmission line0103 physical sciences0202 electrical engineering electronic engineering information engineeringEddy currentInsertion lossGeneral Materials Sciencemicrostrip lineflexible electromagnetic absorber sheetlcsh:Microscopylcsh:QC120-168.85010302 applied physicslcsh:QH201-278.5power absorptionbusiness.industrylcsh:TAttenuation020206 networking & telecommunicationselectromagnetic interferenceMagnetic fieldlcsh:TA1-2040Optoelectronicsmagnetic materialslcsh:Descriptive and experimental mechanicslcsh:Electrical engineering. Electronics. Nuclear engineeringbusinesslcsh:Engineering (General). Civil engineering (General)lcsh:TK1-9971Materials (Basel, Switzerland)
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The influence of steel fibres on compressive and tensile strength of ultra high performance concrete : A review

2020

Abstract This review paper presents the effects of steel fibre reinforcement regarding the compressive and tensile strength of UHPC. The intention is to give an overview of the research field and supply guidance for future research. Relevant papers were identified through a systematic literature search. An accumulation of the results shows that fibres have potential for improving the tensile strength of UHPC. The effect depends on fibre content, type and hybrid combinations. The effect of fibres on compressive strength seems to be questionable. Variations in test specimen geometry and other factors might also influence the results.

Materials scienceVDP::Teknologi: 500::Bygningsfag: 5300211 other engineering and technologiesSteel fibre020101 civil engineering02 engineering and technologyBuilding and Construction0201 civil engineeringCompressive strength021105 building & constructionUltimate tensile strengthGeneral Materials ScienceUltra high performanceComposite materialReinforcementFibre contentCivil and Structural EngineeringSystematic search
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The use of sand deposits in buildings for energy storage

2018

The aim of the research is to prepare data for the design of heat stores with sand filling. In buildings without basement, spaces between foundation walls are filled with material easily compacted, which forms a solid and durable basis for the ground level of the building. As a rule, this material is sand of various grain size, and foundation walls are insulated. In this way, a space filled with a granular material is formed, which, with a properly designed heat exchanger attached, may be used as sensible-heat storage. Such a store makes a good lower level source for heat pumps - source of heat at the time of low temperatures outside, which significantly raises the coefficient of efficiency…

Materials scienceWaste managementlcsh:TA1-2040lcsh:Engineering (General). Civil engineering (General)Energy storageMATEC Web of Conferences
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On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles

2018

Abstract The paper presents some experimental results obtained on samples extracted from a full-scale embankment obtained by compacting a lime-treated clayey soil. A comprehensive test programme was carried out in order to highlight the improvement of mechanical behaviour induced by lime treatment as well as to assess the durability of the improved material, which may be affected by severe seasonal wetting and drying cycles. Direct shear tests, triaxial compression tests, swelling potential measurement and oedometric tests were performed on samples cured in controlled environmental conditions for at least 18 months. Wetting and drying cycles were applied in a very wide range of suction valu…

Materials scienceWeathering0211 other engineering and technologies020101 civil engineering02 engineering and technologyLime-treated clay0201 civil engineeringmedicineGeotechnical engineeringComputers in Earth SciencesSafety Risk Reliability and QualitySoftening021101 geological & geomatics engineeringShrinkageMicrostructural characterizationGeotechnical Engineering and Engineering GeologyOedometric testDurabilityShear strengthPozzolanic reactionDirect shear testWettingSwellingmedicine.symptomWetting and drying cycleSaturation (chemistry)Geomechanics for Energy and the Environment
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Effects of Laboratory Aging on Properties of Biorejuvenated Asphalt Binders

2017

This paper presents the results from a laboratory investigation on the effects of aging on the properties of two binders recovered from two different sources of Reclaimed Asphalt (RA) and additivated with a biorejuvenator derived from pine trees. It has been already proven that the rejuvenators are able to restore some of the properties of the aged binder present in the RA, but nowadays their effects into the long-term period are not well known. In this regard, the rejuvenated asphalt binders and a virgin binder, defined as a target, have been aged artificially to simulate short-and long-term aging. All binders have been studied conducting physical, chemical, rheological, and performance-re…

Materials scienceasphalt binderAging of materialMetallurgy0211 other engineering and technologiesAsphalt020101 civil engineering02 engineering and technologyBuilding and Construction0201 civil engineeringMechanics of MaterialsAsphalt021105 building & constructionGeneral Materials SciencebiorejuvenatorComposite materialCivil and Structural EngineeringJournal of Materials in Civil Engineering
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