Search results for "Building"

showing 10 items of 1985 documents

General stress-strain model for concrete or masonry response under uniaxial cyclic compression

2002

The paper proposes analytical forms able to represent with very good approximation the constitutive law experimentally deducible by means of uniaxial cyclic compressive tests on material having softening post-peak behaviour in compression and negligible tensile strength. The envelope, unloading and reloading curves characterizing the proposed model adequately approach structural responses corresponding to different levels of nonlinearity and ductility, requiring a not very high number of parameters to be calibrated experimentally. The reliability of the model is shown by comparing the results that it is able to provide with the ones analytically deduced from two reference models (one for co…

Materials scienceUniaxial compressionConcrete modelbusiness.industryMechanical EngineeringConstitutive equationStress–strain curveBuilding and ConstructionStructural engineeringMasonryCompression (physics)Constitutive lawSettore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsUltimate tensile strengthCyclic loadingbusinessDuctilityEnvelope (mathematics)SofteningMasonry modelCivil and Structural Engineering
researchProduct

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

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

Numerical model for the characterization of biocomposites reinforced by sisal fibres

2018

Abstract Although several works have been recently published in literature about biocomposites, i.e. on innovative and ecofriendly polymer matrix composites reinforced by natural fibers, there are not studies on the influence of the waviness that various natural fiber present after their extraction. In order to give a contribution to the knowledge of the effects of the fiber waviness on the main mechanical properties of biocomposites, as the longitudinal Young modulus, in the present study a systematic numerical analysis has been carried out by using parametric models properly developed, that let the user to consider the effects of the key influence parameters as the fiber concentrations an…

Materials sciencebiocompositeWavinessNumerical analysisfinite element method0211 other engineering and technologiesYoung's modulus02 engineering and technology021001 nanoscience & nanotechnologyCurvaturesymbols.namesakeSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di Macchineagave021105 building & constructionParametric modelsymbolsFiberComposite material0210 nano-technologycomputersisal fibreNatural fiberSISALEarth-Surface Processescomputer.programming_language
researchProduct

Experimental Investigation on the Compressive Behaviour of Clay Brick Masonry Columns Confined by BFRP or Steel Wires

2016

This paper presents the results of an experimental research aiming to investigate on the compressive behavior of full size clay brick masonry columns reinforced with Basalt Fiber Reinforced Cementitious Matrix (BFRCM) or with steel wires collaring. Uniaxial compressive tests were performed on eight retrofitted columns and four control specimens. Two masonry strength were considered by varying the mortar grade. Results are presented and discussed in terms of axial stress-strain relationships, failure modes and crack patterns of the specimens tested up to failure. For the limit of investigated variables, comparisons with unreinforced specimens show the ability of these alternative techniques …

Materials sciencebusiness.industry0211 other engineering and technologies020101 civil engineering02 engineering and technologyGeneral MedicineMasonryExperimental research0201 civil engineeringBasalt fiber021105 building & constructionClay brickGeotechnical engineeringMortarDuctilityCementitious matrixbusinessScale effectApplied Mechanics and Materials
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

The development of nature-inspired gripping system of a flat CFRP strip for stress-ribbon structural layout

2021

Abstract The elegant stress-ribbon systems are efficient in pedestrian bridges and long-span roofs. Numerous studies defined corrosion of the steel ribbons as the main drawback of these structures. Unidirectional carbon fiber-reinforced polymer (CFRP) is a promising alternative to steel because of lightweight, high strength, and excellent corrosion and fatigue resistance. However, the application of CFRP materials faced severe problems due to the construction of the anchorage joints, which must resist tremendous axial forces acting in the stress-ribbons. Conventional techniques, suitable for the typical design of the strips made from anisotropic material such as steel, are not useful for СF…

Materials sciencebusiness.industry0211 other engineering and technologiesComputational Mechanics02 engineering and technologyStructural engineering021001 nanoscience & nanotechnologyComputer Graphics and Computer-Aided DesignHuman-Computer InteractionStress (mechanics)Computational MathematicsModeling and Simulation021105 building & constructionRibbonDevelopment (differential geometry)Nature inspired0210 nano-technologybusinessEngineering (miscellaneous)Journal of Computational Design and 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