Search results for "Bending"

showing 10 items of 244 documents

A Microscopic Interpretation of Pump–Probe Vibrational Spectroscopy Using Ab Initio Molecular Dynamics

2018

What happens when extra vibrational energy is added to water? Using nonequilibrium molecular dynamics simulations, also including the full electronic structure, and novel descriptors, based on projected vibrational density of states, we are able to follow the flow of excess vibrational energy from the excited stretching and bending modes. We find that the energy relaxation, mostly mediated by a stretching-stretching coupling in the first solvation shell, is highly heterogeneous and strongly depends on the local environment, where a strong hydrogen bond network can transport energy with a time scale of 200 fs, whereas a weaker network can slow down the transport by a factor 2-3.

CouplingMaterials science010304 chemical physicsHydrogen bondRelaxation (NMR)Infrared spectroscopyBendingElectronic structure010402 general chemistry01 natural sciencesMolecular physics0104 chemical sciencesSurfaces Coatings and FilmsSolvation shellExcited state0103 physical sciencesMaterials ChemistryPhysical and Theoretical ChemistryThe Journal of Physical Chemistry B
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The polar method as a tool for solving inverse problems of the classical laminated plate theory

2000

Publisher Summary Fiber reinforced laminates are widely used in modem applications. For these kinds of structures, the Classical Laminated Plate Theory and its various extensions provide efficient methods for theoretical analysis, that is, when the stacking sequence, the orientations, and the properties of the individual laminas are known. For design of laminates, a very limited number of rules are available. For stiffriess design, two are currently known and used in practical applications: the Werren and Norris rule to get membrane isotropy, and the symmetrical sequence rule to suppress stretching/bending coupling. This chapter deals with the resolution of inverse problems of the Classical…

CouplingSequenceMaterials sciencebusiness.industryIsotropyPlate theoryMathematical analysisStackingBendingStructural engineeringMarsaglia polar methodInverse problembusiness
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Fatigue Crack Growth for Different Ratios of Bending to Torsion in AlCu4Mg1

2008

The paper contains the fatigue crack growth test results obtained under proportional bending with torsion in AlCu4Mg1 aluminium alloy [1]. Specimens with rectangular cross sections and dimensions: length l = 90 mm, height w = 10 mm and thickness g = 8 mm were tested [2]. Each specimen had an external unilateral notch with depth 2 mm and radius ρ = 0.2 mm. The tests were performed under the stress ratio R = −1. The notches in the specimens were cut with a milling cutter and their surfaces were polished after grinding. The tests were realized on a fatigue test stand MZGS-100 where the ratio of torsion moment to bending moment was \( M_T (t)/M_B (t) = tg\alpha = \sqrt 3 /3,1{\text{ }}and\sqrt …

Crack closureMaterials scienceStress ratiovisual_artBending momentAluminium alloyvisual_art.visual_art_mediumTorsion (mechanics)Fatigue testingParis' lawComposite material
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Biaxial deformation and ductility domains for engineered rectangular RC cross-sections: A parametric study highlighting the positive roles of axial l…

2016

Abstract Axial load and biaxial bending strongly influence the deformation capacity of column cross-sections, in most cases causing a non-negligible loss of curvature and ductility with respect to the case of pure bending along principal axes, commonly assumed as the basic condition to assess the inelastic capacity. In consideration of this the paper investigates the biaxial deformation performance of RC rectangular cross-sections belonging to one-dimensional elements, focusing on the influence of some parameters as the cross-section aspect ratio and the distribution of the rebars, as well as the mechanical characteristics of concrete and steel and the impact of biaxial/axial stresses. In t…

Cross-sectionMaterials science0211 other engineering and technologies020101 civil engineeringAaxial load02 engineering and technologyBendingDeformation (meteorology)CurvatureCurvature domain0201 civil engineeringCurvature capacityDuctilityParametric statisticsCivil and Structural Engineering021110 strategic defence & security studiesbusiness.industryStructural engineeringAspect ratio (image)Reinforced concreteSettore ICAR/09 - Tecnica Delle CostruzioniAaxial load; Bbiaxial bending; Cross-sections; Curvature capacity; Curvature domain; Curvature ductility; Reinforced concrete;Pure bendingBbiaxial bendingCurvature ductilityCross-sectionsbusinessPrincipal axis theorem
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Simultaneous measurement of temperature and strain in glass fiber/epoxy composites by embedded fiber optic sensors: II. Post-cure testing

2007

In this paper the use of fiber optic sensors embedded into GFRP laminates for structural health monitoring of thermo-mechanical loads is presented. The proposed sensing system, consisting of two coupled fiber Bragg grating (FBG) sensors, allows the simultaneous measurement of both temperature and strain by decoupling the change in reflected wavelength induced by temperature variations from that induced by either mechanical or apparent strain, with significant advantages either for monitoring the composite cure kinetics, as described in the accompanying paper (Part I), or for assessing the structural response to thermo-mechanical loads. Both thermal ramp and mechanical static/dynamic bending…

DAMAGE DETECTIONQuasi-static bending testsTRANSVERSE CRACKSFiber Bragg grating (FBG) sensorsDynamic testsCoefficient of thermal expansion (CTE)Condensed Matter PhysicsAtomic and Molecular Physics and OpticsCONCRETE STRUCTURESMechanics of MaterialsGFRP composite materialsSignal ProcessingGeneral Materials ScienceElectrical and Electronic EngineeringBRAGG GRATING SENSORSFiber Bragg grating (FBG) sensors; GFRP composite materials; Quasi-static bending tests; Dynamic tests; Coefficient of thermal expansion (CTE)Civil and Structural EngineeringFBG SENSORSCURE
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Comparative fracture behavior of monolithic and veneered zirconia posterior fixed dental prostheses

2017

The purpose of this study was to evaluate and to compare the fracture load and the fracture pattern of monolithic and veneered zirconia posterior fixed dental prostheses (FDPs). Twenty standardized steel dies were prepared to receive posterior 3-unit FDPs. Specimens were randomly divided into 2 groups (n=10): (1) Lava Zirconia, and (2) Lava Plus. All FDPs were cemented using glass ionomer cement and subjected to thermal and mechanical cycling at 5-55ºC with a 30-s dwell time for 120,000 masticatory cycles. All specimens were subjected to a three-point bending test until fracture. Data were statistically analyzed using Student's t test, paired t-test and Weibull statistics (α=0.05). No diffe…

Dental Stress AnalysisMaterials scienceGlass ionomer cementDentistryDental Abutments02 engineering and technologyBendingVeneering ceramicDental Materials03 medical and health sciences0302 clinical medicineMaterials TestingCubic zirconiaDental Restoration FailureGeneral Dentistrybusiness.industryFracture loadMonolithic zirconia030206 dentistryStainless Steel021001 nanoscience & nanotechnologyDental VeneersGlass Ionomer CementsCeramics and CompositesFracture (geology)Computer-Aided DesignDenture Partial FixedZirconium0210 nano-technologybusinessDental Materials Journal
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High resolution X-ray diffraction, X-ray multiple diffraction and cathodoluminescence as combined tools for the characterization of substrates for ep…

2013

The goal of this work is to show the capability of X-ray multiple diffraction (XRMD) to be used in combination with high resolution X-ray diffraction (HRXRD) and cathodoluminescence (CL) as an easy and simple methodology to determine structural and surface defect-related characteristics of samples that could be used as substrates for epitaxial growth. For this study ZnO {0001}-oriented samples have been used in view of their use as substrates for homoepitaxy. The miscut and bending of the samples have been analyzed by measuring the position of the X-ray diffraction peaks. The presence of multiple crystallographic domains and their characteristics have been studied by HRXRD (from the allowed…

DiffractionMaterials scienceReflection (mathematics)X-ray crystallographyAnalytical chemistryX-rayGeneral Materials ScienceCathodoluminescenceGeneral ChemistryBendingCondensed Matter PhysicsEpitaxyCharacterization (materials science)CrystEngComm
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Speckle Interferometry Analysis of Full-bending Behavior of GFRP Pultruded Material

2016

Abstract The use of Glass Fiber Reinforced Polymer materials (GFRP) has increased in the last years even among civil structural engineering due to their high specific strength, lightweight and excellent corrosion resistance. With application of the pultrusion method, the manufacture of large-scale profiles with various cross-section forms became potentially possible with relatively low costs. Usually two different technological approaches are available to realize the element: in the first one a mat-roving-mat sequence is adopted, in the second one only roving is present. Continuous filament mat (CFM, fibers distributed randomly in all directions) is often used to build up laminate thickness…

Digital image correlationDisplacement field maximumMaterials sciencefull-field analysisMechanical engineering02 engineering and technologyBendingSpeckle interferometrySpecific strength0203 mechanical engineeringEngineering(all)GFRP materialdisplacement field maximum; full-field analysis; GFRP materials; Speckle interferometry; Engineering (all)full-field analysibusiness.industryGeneral MedicineStructural engineeringFibre-reinforced plastic021001 nanoscience & nanotechnologyInterferometrySettore ING-IND/22 - Scienza E Tecnologia Dei Materiali020303 mechanical engineering & transportsPultrusionMacroscopic scaledisplacement field maximum ;Speckle imagingSettore ICAR/08 - Scienza Delle CostruzioniGFRP materials0210 nano-technologybusinessProcedia Engineering
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Experimental application of digital image correlation for the tensile characterization of basalt FRCM composites

2021

Abstract Composites made with inorganic matrix, namely fabric reinforced cementitious mortar (FRCM) composites are becoming widespread as strengthening materials for existing masonry structures. These composites are made of a dry grid of fibres embedded in an inorganic matrix. FRCMs can be considered a valid alternative to traditional organic composites such as fibre reinforced polymers (FRPs) because of their better compatibility with the masonry support. This work presents an experimental study for the tensile characterization of a basalt fabric reinforced cementitious mortar (BFRCM) composite. Tensile tests were carried out on coupons reinforced with one, two or three layers of grid to i…

Digital image correlationMaterials scienceDigital image correlation (DIC)Composite number0211 other engineering and technologies020101 civil engineering02 engineering and technologyBendingFRCMTensile tests0201 civil engineering021105 building & constructionUltimate tensile strengthGeneral Materials ScienceComposite materialCivil and Structural Engineeringbusiness.industryBuilding and ConstructionMasonryCrack patternCharacterization (materials science)Settore ICAR/09 - Tecnica Delle CostruzioniReinforcement ratioBasalt grid Crack pattern Digital image correlation (DIC) FRCM Reinforcement ratio Tensile testsCementitiousMortarbusinessBasalt grid
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Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression

2013

This paper presents closed form expressions linking the ultimate bearing capacity to the ultimate curvature of rectangular RC sections subjected to axial load and bending moment acting in one of the two symmetry planes of the section. With respect to possible simplified formulations the following effects are also considered: confinement of the concrete, hardening of the longitudinal reinforcement, and presence of reinforcing bars distributed orthogonally to the neutral axis. The formulation is proposed in dimensional terms after a preliminary definition of the geometrical and mechanical parameters governing the structural response of the class of sections considered. The analytical expressi…

Dimensionless formulationCurvatureUniaxial bendingUltimate stateultimate limit stateBearing capacityRC columnsGeophysicMathematicsCivil and Structural EngineeringTension (physics)business.industryRC columnStructural engineeringBuilding and ConstructionCompression (physics)Geotechnical Engineering and Engineering GeologySymmetry (physics)Moment (mathematics)Settore ICAR/09 - Tecnica Delle CostruzioniRC columns uniaxial bending rectangular cross-sections dimensionless formulation ultimate limit state; RC columns; uniaxial bending; rectangular cross-sections; dimensionless formulation; ultimate limit stateGeophysicsBending momentrectangular cross-sectionsRC columns uniaxial bending rectangular cross-sections dimensionless formulation ultimate limit statebusinessNeutral axis
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