Search results for " Deformation"

showing 10 items of 167 documents

The 15 March 2007 explosive crisis at Stromboli Volcano, Italy: assessing physical parameters through a multidisciplinary approach

2011

Basaltic volcanoes are dominated by lava emission and mild explosive activity. Nevertheless, many basaltic systems exhibit, from time to time, poorly documented and little-understood violent explosions. A short-lived, multiblast explosive crisis (paroxysmal explosion) occurred on 15 March 2007 during an effusive eruptive crisis at Stromboli (Italy). The explosive crisis, which started at 20:38:14 UT, had a total duration of ∼5 min. The combined use of multiparametric data collected by the permanent instrumental networks (seismic, acoustic, and thermal records) and a field survey carried out immediately after the event enabled us to constrain the eruptive dynamics and quantify physical param…

DYNAMICSAtmospheric ScienceExplosive materialLavaPyroclastic flowSoil SciencePyroclastic rockAquatic ScienceOceanographyGeophysical monitoringEffusive eruptionImpact craterDEFORMATIONGeochemistry and Petrologyddc:550SR ISOTOPE EVIDENCE; EFFUSIVE ERUPTION; PAROXYSMAL EXPLOSION; PLUMBING SYSTEM; DYNAMICS; DEFORMATION; INSIGHTS; EVENT; TIME; CRYSTALLIZATIONEarth and Planetary Sciences (miscellaneous)StromboliParoxysmTephraEarth-Surface ProcessesWater Science and TechnologySR ISOTOPE EVIDENCEgeographygeography.geographical_feature_categoryEcologyTephra depositPLUMBING SYSTEMEFFUSIVE ERUPTIONPaleontologyForestryBallistic ejectionPAROXYSMAL EXPLOSIONVOLCANOLOGY INFRASOUND FALL-OUTTIMEINSIGHTSGeophysicsEVENTVolcanoSpace and Planetary ScienceCRYSTALLIZATIONScoriaGeologySeismology
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Entire Functions of Bounded Type on Fréchet Spaces

1993

We show that holomorphic mappings of bounded type defined on Frechet spaces extend to the bidual. The relationship between holomorphic mappings of bounded type and of uniformly bounded type is discussed and some algebraic and topological properties of the space of all entire mappings of (uniformly) bounded type are proved, for example a holomorphic version of Schauder's theorem.

Discrete mathematicsMathematics::Functional AnalysisMathematics::Complex VariablesGeneral MathematicsBounded functionUniform boundednessBounded deformationInfinite-dimensional holomorphyBounded inverse theoremIdentity theoremExponential typeBounded operatorMathematicsMathematische Nachrichten
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Cluster values of holomorphic functions of bounded type

2015

We study the cluster value theorem for Hb(X), the Fréchet algebra of holomorphic functions bounded on bounded sets of X. We also describe the (size of) fibers of the spectrum of Hb(X). Our results are rather complete whenever X has an unconditional shrinking basis and for X = ℓ1. As a byproduct, we obtain results on the spectrum of the algebra of all uniformly continuous holomorphic functions on the ball of ℓ1. Fil: Aron, Richard Martin. Kent State University; Estados Unidos Fil: Carando, Daniel Germán. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Ciudad Universitaria. Instituto de Investigaciones Matemáticas ; Argentina Fil: Lassalle, S…

Discrete mathematicsSPECTRUMPure mathematicsMatemáticasApplied MathematicsGeneral MathematicsHolomorphic functional calculusHolomorphic functionFIBERBounded deformationBounded mean oscillationMatemática PuraBounded operatorANALYTIC FUNCTIONS OF BOUNDED TYPEBANACH SPACEBergman spaceBounded functionBounded inverse theoremCLUSTER VALUECIENCIAS NATURALES Y EXACTASMathematicsTransactions of the American Mathematical Society
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Microstructural analysis of shearband boudin - preliminary results

2011

The internal structure of a shearband boudin resulting from an original igneous, hydrothermal or metamorphic segregation tabular rigid body is a subject of scientific interest. It allows understanding the deformation mechanisms acting on homogeneous quartz aggregate activated during simple shear progressive deformation. This communication is focused on the characterization of two main structural aspects: (i) the existence of different internal domains in shearband boudins; (ii) the development of internal structures related with its genesis and evolution, namely, secondary shear planes c’ type-I and c’ type-II, parameter B-t (mass accumulation sector on blunt tip of shearband boudin) and S-…

Ductile deformationInternal structuresShearband boudinQuartz aggregates
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Reliable measures of plastic deformations for elastic plastic structures in shakedown conditions

2020

A new formulation for evaluating reliable measures of the plastic deformations occurring in the transient phase of a structure in shakedown conditions is proposed. The structure is thought as constituted by elastic perfectly plastic material and subjected to a combination of fixed and cyclic loads. The proposed formulation consists in the search for the optimal plastic strain field that minimize a suitable objective function defining a strain energy measure related to the plastic strains at the shakedown limit. The typical self-stress field can be obtained as the elastic structural response to an assigned plastic strain field respecting appropriate ductility limits for the material. Without…

Elastic plastic structures Elastic shakedown Plastic deformations Self-stress fields Transient phasebusiness.industryLinear elasticityStructural engineeringPlasticityStrain energyShakedownCross section (physics)Bending momentLimit (mathematics)DuctilitybusinessSettore ICAR/08 - Scienza Delle CostruzioniMathematics
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Isotropic p-harmonic systems in 2D Jacobian estimates and univalent solutions

2016

The core result of this paper is an inequality (rather tricky) for the Jacobian determinant of solutions of nonlinear elliptic systems in the plane. The model case is the isotropic (rotationally invariant) p-harmonic system ...

Elliptic systemsGeneral MathematicsJacobian determinants010102 general mathematicsMathematical analysisIsotropyta111nonlinear systems of PDEsenergy-minimal deformationsDirichlet's energyp-harmonic mappingsInvariant (physics)01 natural sciencesvariational integrals010101 applied mathematicsNonlinear systemsymbols.namesakeJacobian matrix and determinantsymbolsUniqueness0101 mathematicsNonlinear elasticityMathematicsRevista Matemática Iberoamericana
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Modelling Aspects in Accumulative Roll Bonding Process by Explicit Finite Element Analysis

2013

Accumulative Roll-Bonding (ARB) process is a severe plastic deformation (SPD) process, capable of developing grains below 1 μm in diameter and improving mechanical properties of the material. In this study, the authors compared two different FE-codes with respect of its applicability for numerical analysis of the ARB process. Modelling this process was achieved using the explicit code for Abaqus/CAE both in 2D and 3D. The proposed model was used to assess the impact of ARB cycles on the final material properties. The numerical results in 2D and 3D were compared and contrasted. The research work presented in this paper is focused on the simulation optimization based on CPU time minimization.…

Engineering drawingEngineeringbusiness.industryMechanical EngineeringNumerical analysisProcess (computing)CPU timeStructural engineeringFinite element methodAccumulative roll bondingMechanics of MaterialsGeneral Materials ScienceMinificationSevere plastic deformationMaterial propertiesbusinessKey Engineering Materials
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Joining by plastic deformation

2013

Abstract As the scale and complexity of products such as aircraft and cars increase, demand for new functional processes to join mechanical parts grows. The use of plastic deformation for joining parts potentially offers improved accuracy, reliability and environmental safety as well as creating opportunities to design new products through joining dissimilar materials. This paper aims to provide an overview of the state of the art in such joining processes, including cold welding, friction stir welding, self-pierce riveting, mechanical clinching and joining by forming. The paper includes description of the mechanism of joint formation, and analysis of joint performance and applicability.

Engineering drawingJoint formationComputer scienceMechanical EngineeringMechanical engineeringJoiningIndustrial and Manufacturing EngineeringMechanism (engineering)ClinchingEnvironmental safetyRivetFriction stir weldingJoint (building)Cold weldingPlastic deformationFormingSettore ING-IND/16 - Tecnologie E Sistemi Di Lavorazione
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Conceptual design of prestressed slab bridges through one-way flexural load balancing

2013

In this paper a study on prestressed concrete slab bridges is presented. A design philosophy based on the concept of load balancing through prestressing is proposed in order to minimize the effects of delayed deformations due to creep. Aspects related to the stress redistribution inside these bridges for time-dependent phenomena are analyzed and discussed, by applying the principles of aging linear visco-elasticity. Prestressing is seen as an equivalent external load which counterbalances the permanent loads applied to the bridge, nullifying the elastic deflections due to sustained loads, and thus avoiding the related delayed deformations. An optimization of the structural behavior through …

EngineeringCantileverBridge (nautical)creeplaw.inventionslab bridgePrestressed concreteConceptual designFlexural strengthlawCivil and Structural Engineeringbusiness.industrydelayed deformationMechanical EngineeringLoad balancing (electrical power)Building and ConstructionStructural engineeringvariable cross sectionSettore ICAR/09 - Tecnica Delle CostruzioniCreepMechanics of MaterialsSlabprestressingfunicular structuresflexural load balancingbusiness
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Serviceability of segmental concrete arch-frame bridges built by cantilevering

2013

The evaluation of the safety degree in service life for a segmental prestressed concrete bridge built by the cantilever method presents different aspects related to strength, deformability, durability and to effects of time-dependent phenomena as creep and shrinkage. The case-study of a prestressed concrete frame bridge with inclined piers is presented, built by cantilevering, with precast segments. By considering the fundamental items of design and construction stages, the implications due to the arch effect in this static scheme are investigated, with respect to an equivalent bridge with a final scheme of continuous girder on vertical piers. The birth of a significant value of axial force…

EngineeringServiceability (structure)business.industryBuilding and ConstructionStructural engineeringSegmental bridge arch-frame bridge cantilever construction serviceability durability limit state delayed deformationsDurabilitylaw.inventionSettore ICAR/09 - Tecnica Delle CostruzioniPrestressed concretelawPrecast concreteGirderCantilever methodLimit state designGeotechnical engineeringArchbusiness
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