Search results for "CONSTRUCTION"

showing 10 items of 2670 documents

The Nature of Our Becoming: Genealogical Perspectives

2020

In the light of Philipp Sarasin's work in 'Darwin und Foucault: Genealogie und Geschichte im Zeitalter der Biologie', the article delineates a genealogically articulated naturally produced culture and a cultured nature and discusses the genealogical implications of a carnal, becoming self in a world that could rightly be justified "as an aesthetical phenomenon." The article demonstrates the historicity and processual materiality as a conceptual platform for a combination of the notions of experienced carnality and a socially constructed body, demonstrating such a historically embedded carnal body as a binding agent for the "social constructivist" and "biologist" approaches in sciences. Thus…

Materiality (auditing)lcsh:B790-5802natureSocial constructionismTone (literature)cultureEpistemologylcsh:ModernbecomingHistoricityDarwin (ADL)Phenomenoncarnal bodygenealogySocial constructivismArticulation (sociology)Le foucaldien
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Use of Vegetation as Biomaterial for Controlling Measures of Human Impact on the Environment

2019

In a context of a climate change, bioengineering techniques and biomaterials are needed to reduce the human impact on the environment. Thus, in recent years, living materials have been used in environmental engineering applications. In the present paper, attention is restricted to the vegetation, and a brief review on its use as biomaterial in engineering control techniques is presented. The core of this review is a comprehensive overview of two important techniques using vegetation as living material for measures limiting the human impact both in extra-urban and in urban sites. In particular, the use of vegetation both as living material for soil erosion protection and river’s bank stabili…

Materials science010504 meteorology & atmospheric sciences0208 environmental biotechnologyGeneral EngineeringClimate changeContext (language use)02 engineering and technologyLimiting01 natural sciencesHuman impact on the environment020801 environmental engineeringSettore ICAR/01 - Idraulicalcsh:TA401-492medicinelcsh:Materials of engineering and construction. Mechanics of materialsGeneral Materials Sciencemedicine.symptomVegetation (pathology)Environmental planning0105 earth and related environmental sciencesclimate change protection environment vegetation
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A study of densified biochar as carbon source in the silicon and ferrosilicon production

2019

Abstract Biochar pellets were investigated as renewable reducing agents in substitution of coal and coke in the silicon and ferrosilicon production, where a high reactivity, good mechanical properties and low feedstock costs are appreciated. The usage of pyrolysis oil as binder was investigated as way to improve the quality of the pellets. Norway spruce biochar produced at 500, 800 and 1100 °C, was pelletized blended with pyrolysis oil and lignosulphonate. A second heat treatment was carried out at the same temperatures to evaluate the interaction between biochar and pyrolysis oil and to imitate the thermal stability of the pellets when used in a furnace. Density, tensile strength and mecha…

Materials science020209 energyPellets02 engineering and technologyRaw materialIndustrial and Manufacturing Engineeringchemistry.chemical_compoundFerrosilicon020401 chemical engineeringPyrolysis oilBiochar0202 electrical engineering electronic engineering information engineeringCoal0204 chemical engineeringElectrical and Electronic EngineeringCivil and Structural Engineeringbusiness.industryMechanical Engineeringdigestive oral and skin physiologyMetallurgyBuilding and ConstructionCokeVDP::Teknologi: 500::Materialteknologi: 520::Annen materialteknologi: 529PollutionGeneral EnergychemistrybusinessPyrolysis
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Air gasification of wood chips, wood pellets and grass pellets in a bubbling fluidized bed reactor

2021

Abstract Gasification is an attractive method for biomass-to-energy conversion and fluidized bed design is one of the best options for large scale operation. A bubbling fluidized bed reactor was used to analyze the effects of biomass type, equivalence ratio (ER) and temperature for product gas compositions. Wood chips, wood pellets and grass pellets were gasified between 650 °C and 800 °C temperature. The ER was varied between 0.08 and 0.16. Gasification of grass pellets was difficult at 800 °C due to agglomeration and the gas composition was poor compared to wood. The reactor performances improved over the temperature and 650 °C was not sufficient to achieve a reasonable carbon conversion.…

Materials science020209 energyPelletschemistry.chemical_elementBiomass02 engineering and technologycomplex mixturesIndustrial and Manufacturing Engineering020401 chemical engineering0202 electrical engineering electronic engineering information engineeringGas composition0204 chemical engineeringElectrical and Electronic EngineeringCivil and Structural EngineeringBubbling fluidized bedEconomies of agglomerationMechanical Engineeringtechnology industry and agricultureBuilding and ConstructionPulp and paper industryPollutionVDP::Teknologi: 500General EnergychemistryFluidized bedCarbonEquivalence ratio
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The effect of prolonged storage time on asphalt rubber binder properties

2019

Abstract This study wants to provide fundamental understanding of prolonged storage time on asphalt rubber binder properties by performing an investigation on the variation of conventional properties, rheology and morphology of four asphalt rubbers maintained at 180 °C in low shear for different digestion/storage times up to 48 h. The analysed asphalt rubbers were manufactured by combining two different asphalt binder grades, pen 35/50 and pen 50/70, with both cryogenic and ambient crumb rubber. Results have shown that keeping asphalt rubber agitated at the above mentioned processing conditions, up to 48 h, is significantly detrimental when an ambient crumb rubber is used, while it seems no…

Materials science0211 other engineering and technologies02 engineering and technologyAsphalt rubberNatural rubberRheologyEngenharia e Tecnologia::Engenharia Civil021105 building & constructionDigestion timeGeneral Materials ScienceCrumb rubberComposite materialCivil and Structural EngineeringCrumb rubberScience & TechnologyBuilding and Construction021001 nanoscience & nanotechnologyAsphaltvisual_art:Engenharia Civil [Engenharia e Tecnologia]visual_art.visual_art_mediumStorage stabilityAsphalt rubber Digestion time Storage stability Rheology Scanning electron microscopy Crumb rubber0210 nano-technologyRheologyScanning electron microscopy
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The effects of laboratory ageing on rheological and fracture characteristics of different rubberised bitumens

2018

Ageing of bituminous materials can result in loss of the durability of a flexible pavement. Using rubberised bitumens can enhance pavement performance while at the same time it solves a serious waste disposal problem. Combining Warm Mix Asphalt (WMA) additives with rubberised bitumens reduces the difficulties associated with the production of asphalt mixtures using this modified binder. This work was conducted to study the effect of ageing using fundamental parameters based on performance, i.e., CTOD and Glover-Rowe parameters have been related to pavement cracking. Different unmodified bitumens and rubberised bitumens were short-term aged using the Thin Film Oven Test (TFOT) and long- term…

Materials science0211 other engineering and technologies02 engineering and technologyBuilding and Construction021001 nanoscience & nanotechnologyDurabilityViscoelasticityCrackingRheologyageing rheology fracture rubberized bitumen WMA additiveAsphaltAgeing021105 building & constructionFracture (geology)Settore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite material0210 nano-technologyCivil and Structural EngineeringWaste disposalConstruction and Building Materials
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A simple model for the calculation of the axial load-carrying capacity of corroded RC columns

2015

In the present paper, a simplified model is used to determine the axial load-carrying capacity of compressed short reinforced concrete columns subjected to corrosion processes. The model considers members with circular and square cross-sections and accounts for—cover spalling, —concrete core confinement induced by transverse steel reinforcement, —buckling of longitudinal reinforcing bars. Strength reduction in concrete cover and core due to cracking induced by rust formation, reduction of steel area in longitudinal bars and transverse stirrups due to general and pitting corrosion and loss of confinement pressure are considered. The load-carrying capacity and load-axial strain curves here ge…

Materials science0211 other engineering and technologies020101 civil engineering02 engineering and technology0201 civil engineeringCorrosion021105 building & constructionPitting corrosionMechanics of MaterialGeneral Materials ScienceComposite materialConcrete coverCivil and Structural EngineeringBucklingbusiness.industryCompressionStrength reductionBuilding and ConstructionStructural engineeringSpallStrength of materialsCorrosionCrackingBucklingMechanics of MaterialsMaterials Science (all)businessConfinementMaterials and Structures
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Shear and flexural strength prediction of corroded R.C. beams

2017

Abstract The purpose of the work was the study of the structural safety of R.C. beams subjected to corrosion processes though the derivation of moment-curvature diagrams and moment-to-shear interaction diagrams. Normal-strength reinforced concrete beams with longitudinal bars in the presence of transverse stirrups and subjected to corrosion processed are considered. Experimental results available in the literature related to corrosion processes, for steel bars, crack openings and bond degradation due to rust formation are reviewed. Then analytical laws relating to crack opening, bond degradation with attack penetration depth, through a rearranged form of Faraday’s law, are presented. An ana…

Materials science0211 other engineering and technologies020101 civil engineering02 engineering and technologyPitting0201 civil engineeringCorrosionlaw.inventionFlexural strengthlaw021105 building & constructionGeneral Materials ScienceComposite materialFaraday cagePenetration depthBondCivil and Structural EngineeringShear-moment interactionbusiness.industryStructural engineeringBuilding and ConstructionFlexural responseCorrosionTransverse planeSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)Main effectMaterials Science (all)businessBeam (structure)
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Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons

2017

In this work, the second part of an experimental campaign investigating the efficiency of an alternative retrofitting method for increasing the flexural and/or shear capacity in reinforced concrete beams, based on the use of prestressed stainless steel ribbons and steel angles, is presented and analytically reproduced. This group of tests focuses on the ability of the adopted retrofitting method to improve the shear strength and ultimate deformation of reinforced concrete structural elements. As described in a companion paper, the adopted retrofitting method is alternative to traditional techniques of reinforced concrete retrofitting, being easy to install and usually reversible, and charac…

Materials science0211 other engineering and technologies020101 civil engineering02 engineering and technologyfib Model Code 20100201 civil engineeringCAM; fib Model Code 2010; reinforced concrete beams; retrofitting; shear; stainless steel ribbons; Civil and Structural Engineering; Building and Construction; Materials Science (all); Mechanics of MaterialsRetrofitting021105 building & constructionReinforced concrete beamRetrofittingGeneral Materials ScienceCivil and Structural EngineeringCAMbusiness.industryShearStructural engineeringBuilding and ConstructionReinforced concreteStainless steel ribbonShear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsMaterials Science (all)businessShear capacity
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Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns

2016

This work presents the results of an experimental investigation on the behavior of 42 solid clay brick masonry columns internally strengthened by fiber-reinforced polymer (FRP) fabrics or stainless steel grids placed in horizontal mortar joints. In some cases, every course, and in other cases, alternate courses were reinforced with steel grids, carbon, and basalt FRP fabrics. Monotonic compressive loading tests were carried out under concentric and eccentric loads. Eccentric tests were carried out by loading the specimens on a reduced area with respect to the entire cross section, producing a disturbed region (D-region). A detailed characterization of the constituent materials was made expe…

Materials science0211 other engineering and technologies020101 civil engineeringCeramics and Composite02 engineering and technologyConcentric0201 civil engineeringCross section (physics)021105 building & constructionGeotechnical engineeringComposite materialSteel gridCivil and Structural EngineeringCourse (architecture)Brickbusiness.industryMechanical EngineeringCompressionD-regionStructural engineeringBuilding and ConstructionMasonryFibre-reinforced plasticCompression (physics)Settore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsBrick masonryCeramics and CompositesStrengthMortarbusinessFRP fabric
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