Search results for " Structural"

showing 10 items of 1751 documents

Stiffness and strength of composite truss beam to R.C. column connection in MRFs

2015

Abstract The results of experimental and numerical investigations on the cyclic behavior of composite truss beam to reinforced concrete column connection of moment resisting frames are reported. The beams are constituted by a steel truss and end zone added rebar embedded within a concrete block cast in place, so that, after curing, the steel truss and the added rebar work together with the concrete matrix as reinforcement of the composite beam. Particularly, three specimens of two-span continuous beams were tested under monotonic and cyclic actions as three point bending test. With the goal to investigate about the behavior of the end zone of the beam integrated into a moment resisting fram…

Beam-to-column connection; Cyclic behavior of beam end zone; Experimental three-point bending tests; Fiber model; Hybrid steel trussed-concrete beams; Building and Construction; Civil and Structural Engineering; Mechanics of MaterialsExperimental three-point bending testMaterials scienceThree point flexural testRebarTrusslaw.inventionBeam-to-column connectionFiber modellawmedicineMechanics of MaterialHybrid steel trussed-concrete beamComposite materialCivil and Structural Engineeringbusiness.industryMetals and AlloysStiffnessStructural engineeringBuilding and ConstructionExperimental three-point bending testsReinforced concrete columnCyclic behavior of beam end zoneStrength of materialsSettore ICAR/09 - Tecnica Delle CostruzioniHybrid steel trussed-concrete beamsMechanics of MaterialsPlastic hingemedicine.symptom2506businessBeam (structure)
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Performance of Steel Fibrous Reinforced Concrete Corbels Subjected to Vertical and Horizontal Loads

2009

A softened strut-and-tie macromodel able to reproduce the flexural behavior of corbels in plain and fibrous concrete and with the presence of steel bars, including softening of compressed struts and yielding of main and secondary steel bars, is presented in this paper. The main focus of the proposed model is the determination of the load-deflection curves of corbels subjected to the coupled effects of vertical and horizontal forces bearing in mind the influence of the type of concrete (normal or high strength), of the fiber percentage and of the arrangement and percentage of the main and secondary (horizontal stirrup) steel bars. A validation of the proposed model is made therefore with ref…

Bearing (mechanical)Materials scienceHorizontal and verticalbusiness.industryMechanical EngineeringBuilding and ConstructionStructural engineeringFiber-reinforced concretereinforced concreteStirruplaw.inventionFlexural strengthsteel fiberMechanics of MaterialslawCorbelShear strengthGeneral Materials ScienceGeotechnical engineeringshear strengthSettore ICAR/08 - Scienza Delle CostruzionibusinessSofteningCivil and Structural EngineeringJournal of Structural Engineering
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The use of steel angles for the connection of laminated glass beams: Experiments and modelling

2012

Abstract In the present paper the experimental results relative to three-point bending tests on multilayer glass beams and on semi-rigid connections realised with stainless double web angles are presented and discussed. Small and medium size glass beams were tested and load–deflection curves and crack patterns at failure were recorded. The laminated glass specimens, of equal cross-section, were characterised by three different combinations of annealed float and fully thermally tempered glass plies and different interlayers. Steel joints constituted by double web angles to connect two glass beams were tested adopting several geometrical configurations and using stainless steel bolts preloade…

Bearing capacityMaterials scienceStainleConnection (vector bundle)Settore ICAR/10 - Architettura TecnicaToughened glassBuilding and ConstructionBendingPhysics::Classical PhysicsCondensed Matter::Disordered Systems and Neural NetworksFlexural responseSettore ICAR/09 - Tecnica Delle CostruzioniGlass memberBrittlenessFlexural strengthSteel angleMultilayerGlaGeneral Materials ScienceBearing capacityComposite materialLaminated glassCivil and Structural EngineeringStress concentrationConstruction and Building Materials
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Experimental Observations of Flow and Bed Processes in Large-Amplitude Meandering Flume

2009

Meanders of large amplitude often exhibit asymmetric planform shape or subsidiary bends. The present work is aimed at improving on understanding of the morphodynamic phenomena affecting the bed evolution of large amplitude meandering channels. Attention is focused on the development of the steady point bar-pool configuration and of the superimposed large-scale migrating bed forms; of particular interest is the role of the changing channel curvature and bed topography variation on flow pattern. A series of experiments was carried out in a sine-generated large-amplitude meandering flume, for two values of width-to-depth ratio. Maps documenting the bed topography and the flow pattern along the…

BedformMechanical EngineeringFlow (psychology)MechanicsCurvatureFlow measurementOpen-channel flowPhysics::Fluid DynamicsFlumeAmplitudeMeanderGeotechnical engineeringGeologyWater Science and TechnologyCivil and Structural EngineeringJournal of Hydraulic Engineering
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Effect of a Heavy Rainstorm on the Surface Hydrodynamic Properties of a Sandy-Loam Soil

2022

Changes in surface-soil hydrodynamic properties associated with torrential natural rainstorms are largely unknown. This investigation aimed at verifying if the surface hydrodynamic properties of a sandy-loam soil varied due to the heavy rainfall event (130 mm in nearly three hours) that occurred in the summer of 2020 at Palermo (Italy) and also to establish if soil recovery processes occurred soon after the event. The soil of an orchard was sampled immediately before the rainstorm and a few days and 1.5 months later. The rainstorm determined a moderate decrease (by 1.8 times) of the saturated soil hydraulic conductivity, Ks, and an increase of its relative variability. In the subsequent wee…

Beerkan infiltration experimentsSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliEnvironmental ChemistrySandy-loam soilSurface soil hydrodynamic propertieHeavy rainstormGeneral Environmental ScienceWater Science and TechnologyCivil and Structural EngineeringJournal of Hydrologic Engineering
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Binder design of high RAP content hot and warm asphalt mixture wearing courses

2015

Reclaimed Asphalt Pavement (RAP) has shown great potential for being used in the construction or maintenance of roads. However, RAP is usually downgraded to lower pavement layers and the percentage of RAP used in wearing courses is still moderate (≤30%). The research and results contained in this paper focus on the definition of binder recipes aimed at increasing the percentage of RAP in hot and warm mix asphalt wearing courses. A review of current internationally used blend design methodologies is presented followed by case studies aimed at defining binder recipes for high RAP content asphalt mixture wearing courses to be further used for mix design and production in asphalt plants. Binder…

Binderblend designEngineeringbusiness.industryRheometerhigh RAP contentMix designBending beamAsphalt pavementAsphaltrejuvenatorDynamic shear rheometerwarm mixComposite materialbusinessCivil and Structural EngineeringRoad Materials and Pavement Design
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The coffee-house: Upcycling spent coffee grounds for the production of green geopolymeric architectural energy-saving products

2023

This study investigates a possible alternative reuse of spent coffee grounds (SCG), the major residue of the brewing process, to manufacture green geopolymeric materials for innovative building applications in energy-saving construction, in line with the European Green Deal towards zero-energy building. Specimens were prepared by a combination of biomass fly ash from the Kraft paper-pulp process, as raw material (70 wt%), and SCG (up to 17.5 %), as filler. The high amount of reused bio-wastes makes the material fit the requirements for the Minimum Environmental Criteria (MEC) certification, in light of the Circular Economy (CE) approach. Sustainability is also boosted by the manufacturing p…

Bio-composite geopolymer Thermo-plaster Thermo-brick Spent coffee ground Biomass fly ash Cost-analysis Virtual energy simulationMechanical EngineeringSettore ICAR/10 - Architettura TecnicaBuilding and ConstructionElectrical and Electronic EngineeringCivil and Structural EngineeringEnergy and Buildings
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Analysis of the structural quality of the CASD-NMR 2013 entries

2015

We performed a comprehensive structure validation of both automated and manually generated structures of the 10 targets of the CASD-NMR-2013 effort. We established that automated structure determination protocols are capable of reliably producing structures of comparable accuracy and quality to those generated by a skilled researcher, at least for small, single domain proteins such as the ten targets tested. The most robust results appear to be obtained when NOESY peak lists are used either as the primary input data or to augment chemical shift data without the need to manually filter such lists. A detailed analysis of the long-range NOE restraints generated by the different programs from t…

BiochimieProteinNMR NOE Protein Structure determination Validation Spectroscopy Biochemistry Structural BiologyBiochemistryQualityArticleNMRBlind testingSpectroscopie [électromagnétisme optique acoustique]CASD-NMRValidationSpectroscopie [état condense]Structure determinationSpectroscopyNOE
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Active Single-Blade Installation Using Tugger Line Tension Control and Optimal Control Allocation

2020

Blade (geometry)Computer scienceControl theoryMechanical EngineeringTension controlPID controllerOcean EngineeringLine (text file)Optimal controlCivil and Structural EngineeringInternational Journal of Offshore and Polar Engineering
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One-dimensional heterogeneous solids with uncertain elastic modulus in presence of long-range interactions: Interval versus stochastic analysis

2013

The analysis of one-dimensional non-local elastic solids with uncertain Young's modulus is addressed. Non-local effects are represented as long-range central body forces between non-adjacent volume elements. For comparison purpose, the fluctuating elastic modulus of the material is modeled following both a probabilistic and a non-probabilistic approach. To this aim, a novel definition of the interval field concept, able to limit the overestimation affecting ordinary interval analysis, is introduced. Approximate closed-form expressions are derived for the bounds of the interval displacement field as well as for the mean-value and variance of the stochastic response.

Body forcedecompositionRandom fieldNon-local elasticityStochastic processMechanical EngineeringMathematical analysisKarhunen-Loeve decompositionModulusInterval (mathematics)Karhunen–LoèveComputer Science ApplicationsInterval arithmeticResponse statisticsNon-local elasticity; Interval field; Random field; Karhunen–Loève; decomposition; Upper bound and lower bound; Response statisticsModeling and SimulationDisplacement fieldRandom fieldGeneral Materials ScienceInterval fieldUpper bound and lower boundSettore ICAR/08 - Scienza Delle CostruzioniElastic modulusCivil and Structural EngineeringMathematics
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