Search results for " Structural"

showing 10 items of 1751 documents

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
researchProduct

Laboratory Tests for Assessing the Reliability and Durability of Innovative Cold-Glued 3D Glass Building Subcomponents

2020

The paper shows the results of analyses of the behavior of an innovative subcomponent made of two glass shells and a plastic thermal belt interfaced with a resin-based adhesive, in order to define the plastic material–adhesive combination able to guarantee compliance with the requirements related to mechanical strength, thermoacoustic insulation, dimensional stability, material compatibility, and durability. Two different types of ultraviolet (UV)-curing adhesive were used to establish the best plastic–adhesive combination. A study of the mechanical behavior and the reliability over time of the bonded assembly was conducted by performing accelerated weathering tests and tensile tests on 30 …

Materials scienceVisual Arts and Performing ArtsAccelerated weathering.Settore ICAR/10 - Architettura TecnicaMechanical engineeringUV-curing adhesiveBuilding and ConstructionPlasticReliabilityClimatic chamberDurabilityDurabilityOrder (business)ArchitectureGlaAdhesiveSingle lap jointInnovative componentReliability (statistics)Civil and Structural EngineeringJournal of Architectural Engineering
researchProduct

CO2: from waste to resource for methanol-based processes

2009

This paper reports on research aiming at developing sustainable processes for the production of methanol (CH3OH) and dimethyl carbonate (DMC, (CH3)2CO3) using carbon dioxide (CO2) as a raw material. Using carbon dioxide as a raw material has several advantages; it is non-toxic, in abundant supply, and promises innovative routes to the production of commodity chemicals. Methanol and dimethyl carbonate are important products and feedstocks of the chemical industry. Methanol is produced commercially from synthesis gas, but it is also possible to use carbon dioxide as a feedstock. Conventional production of dimethyl carbonate involves the use of toxic phosgene or carbon monoxide, while the met…

Materials scienceWaste management010405 organic chemistryCommodity chemicalsRaw material010402 general chemistry01 natural sciences0104 chemical scienceschemistry.chemical_compoundchemistryCarbon dioxideMethanolDimethyl carbonateCarbon-neutral fuelWaste Management and DisposalCivil and Structural EngineeringSyngasCarbon monoxideProceedings of the Institution of Civil Engineers - Waste and Resource Management
researchProduct

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
researchProduct

Linear and nonlinear fractional hereditary constitutive laws of asphalt mixtures

2016

The aim of this paper is to propose a fractional viscoelastic and viscoplastic model of asphalt mixtures using experimental data of several tests such as creep and creep recovery performed at different temperatures and at different stress levels. From a best fitting procedure it is shown that both the creep one and recovery curve follow a power law model. It is shown that the suitable model for asphalt mixtures is a dashpot and a fractional element arranged in series. The proposed model is also available outside of the linear domain but in this case the parameters of the model depend on the stress level.

Materials scienceasphalt mixtureStrategy and Managementcreep test0211 other engineering and technologies02 engineering and technologyfractional calculusPower lawcreep test.ViscoelasticityDashpot0203 mechanical engineering021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiComposite materialviscoplasticityviscoelasticityCivil and Structural EngineeringBuilding constructionmechanical modelsViscoplasticityMechanicsmechanical modelFractional calculusfractional calculus asphalt mixture viscoelasticity viscoplasticity rheology mechanical models creep testfractional calculuNonlinear system020303 mechanical engineering & transportsCreepAsphaltrheologyTH1-9745
researchProduct

Influence of bio-based additives on RAP clustering and asphalt binder rheology

2017

The use of high Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) allows developing innovative materials for the construction and/or rehabilitation of sustainable infrastructures. The chemo-physical phenomena occurring during production of HMA containing high RAP content should be investigated and considered for the mix design optimization. In fact, when additives are used as rejuvenators of the aged bitumen, these phenomena can be affected causing significant variations in the mixture characteristics. This paper aims at studying the influence of two bio-based additives specifically on RAP clustering, phenomena which can significantly affect the performance of high-content R…

Materials sciencebusiness.industry0211 other engineering and technologiesBio basedAsphaltrubber modified020101 civil engineering02 engineering and technologyStructural engineering0201 civil engineeringRheologyAsphalt021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiAsphalt pavementProcess engineeringbusinessCluster analysisCivil and Structural Engineering
researchProduct

Simple equations for strength and deformability verification of tubular steel wind turbine towers

2021

Abstract Simple analytical expressions for a preliminary design of tubular steel wind turbine towers under flexure and shear are proposed. Expressions derived included local buckling effects, shear to moment interaction, ovalization of cross-section and inelastic rotation of foundation. A finite-element analysis with ABAQUS program was also conducted for examination of the ovalization effects and for the whole response of steel tube in flexure. Numerical and analytical results were compared with the experimental results of recent studies available in the literature, showing good agreement. The range of variable investigated refers to medium and large size steel wind tower with cylindrical s…

Materials sciencebusiness.industry0211 other engineering and technologiesFoundation (engineering)020101 civil engineering02 engineering and technologyStructural engineeringTurbineFinite element method0201 civil engineeringShear (sheet metal)Moment (mathematics)Nonlinear systemBuckling021105 building & constructionbusinessTowerCivil and Structural EngineeringEngineering Structures
researchProduct

Debonding Phenomena in CFRP Strengthened Calcarenite Masonry Walls and Vaults

2009

In this paper the results of an experimental investigation on full-scale reinforced masonry elements like vaults and walls are presented. The masonry type is constituted by calcarenite ashlars and bed joint mortar and the reinforcement is constituted by Carbon Fibre Reinforced Polymer (CFRP) strips. Preliminary experimental results obtained in a previous research by the authors on the local behaviour at the interface CFRP-calcarenite are summarized. Tests with controlled displacement are carried out on out-of-plane loaded walls and cylindrical vaults loaded at a quarter of the span. Results of tests carried out before and after the application of the reinforcement made it possible to evalu…

Materials sciencebusiness.industry0211 other engineering and technologiesMasonry veneer020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringMasonrymasonry CFRP reinforcement reinforcing technique experimental investigation interface behaviour wall vaultCompression (physics)0201 civil engineeringCalcareniteSettore ICAR/09 - Tecnica Delle CostruzioniVault (architecture)021105 building & constructionMortarbusinessReinforcementJoint (geology)Civil and Structural EngineeringAdvances in Structural Engineering
researchProduct

Experimental validation of a fractional model for creep/recovery testing of asphalt mixtures

2012

Abstract Prediction of asphalt mixtures’ behavior during their service life is a challenge due to its complexity and sensitivity to environmental and loading conditions. It has been proved that, when subjected to loading conditions comparable with most pavement operating conditions, asphalt mixtures behave as linear visco-elastic (LVE) materials. Traditionally the LVE behavior of bituminous material is modeled via creep/recovery functions. In the past, several rheological models constituted by elastic and viscous elements arranged in series or in parallel (analogical models) have been proposed and specified for both bitumen and asphalt mixtures. The corresponding constitutive laws always in…

Materials sciencebusiness.industryBuilding and ConstructionStructural engineeringExponential typeExponential functionCreepRecovery testingRheologyAsphaltAsphalt Creep recovery testing Fractional model Experimental validationService lifeSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceSensitivity (control systems)businessCivil and Structural EngineeringConstruction and Building Materials
researchProduct

Behavior of fiber reinforced concrete-filled tubular columns in compression

2002

Experimental compression tests on steel tubular columns filled with plain concrete and fiber reinforced concrete are carried out. For each type of column three different lengths are considered in order to point out the influence of slenderness on the ductility in compression. The experimental investigations presented here have emphasized the improvement in ductility capacity obtained when fiber reinforced concrete is utilised instead of plain concrete. Moreover, the results obtained stress that the lateral displacements due to global instability are drastically reduced.

Materials sciencebusiness.industryBuilding and ConstructionStructural engineeringFiber-reinforced concreteCompression (physics)law.inventionStress (mechanics)Mechanics of MaterialsReinforced solidlawSolid mechanicsGeneral Materials ScienceComposite materialDuctilitybusinessCivil and Structural EngineeringMaterials and Structures
researchProduct