Search results for " deformations"

showing 10 items of 17 documents

Infinitesimal deformations of double covers of smooth algebraic varieties

2003

The goal of this paper is to give a method to compute the space of infinitesimal deformations of a double cover of a smooth algebraic variety. The space of all infinitesimal deformations has a representation as a direct sum of two subspaces. One is isomorphic to the space of simultaneous deformations of the branch locus and the base of the double covering. The second summand is the subspace of deformations of the double covering which induce trivial deformations of the branch divisor. The main result of the paper is a description of the effect of imposing singularities in the branch locus. As a special case we study deformations of Calabi--Yau threefolds which are non--singular models of do…

14B07; 14J3014J30Direct sum14B07General MathematicsInfinitesimalMathematical analysisAlgebraic varietySymbolic computationLinear subspaceequisingular deformationsMathematics - Algebraic GeometryMathematics::Algebraic GeometryFOS: MathematicsProjective spaceGravitational singularityLocus (mathematics)Algebraic Geometry (math.AG)double coveringsMathematics
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GEOMATIC TECHNIQUES FOR THE COLONNADE STRUCTURAL ANALYSIS OF THE HISTORICAL “ CHIARAMONTE STERI” BUILDING

2019

The monitoring of building structures has an increasingly important role in the engineering field, above all because they are concerned with the impact that such structures have in the area where they were built. Often, when walking through the old town centres, we realize just how obsolete and dangerous some buildings (even historic-cultural ones) are. The interest of some local governments in this problem has led, in the last few years, to the study and the trying out of measuring and monitoring methods which, quickly and at low cost, allow to define the extent of the deformation and the degrade in an accurate and reliable way. The Courtyard of “Palazzo Steri - Chiaramonte” is composed of…

3D survey Terrestrial Laser Scanner Laser Scanning Monitoring Structural DeformationsSettore ICAR/06 - Topografia E Cartografia
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Limits of Sobolev homeomorphisms

2017

Let X; Y subset of R-2 be topologically equivalent bounded Lipschitz domains. We prove that weak and strong limits of homeomorphisms h: X (onto)-> Y in the Sobolev space W-1,W-p (X, R-2), p >= 2; are the same. As an application, we establish the existence of 2D-traction free minimal deformations for fairly general energy integrals. Peer reviewed

DIRICHLET ENERGYGeneral MathematicsDEFORMATIONSMONOTONE MAPPINGSLAPLACE EQUATION01 natural sciencesvariational integralsSobolev inequalityp-harmonic equationNONLINEAR ELASTICITYharmonic mappings111 MathematicsPOINTWISE HARDY INEQUALITIESREGULARITYSPACE0101 mathematicsMathematicsDISTORTIONSURFACESApplied Mathematics010102 general mathematicsMathematical analysisEnergy-minimal deformationsDirichlet's energy010101 applied mathematicsSobolev spaceapproximation of Sobolev homeomorphismsNonlinear elasticityJournal of the European Mathematical Society
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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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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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A new design problem in the formulation of a special moment resisting connection device for preventing local buckling

2021

In the present paper an improved formulation devoted to the optimal design problem of a special moment resisting connection device for steel frames is proposed. This innovative device is called a Limited Resistance Plastic Device (LRPD) and it has been recently proposed and patented by some of the authors. It is thought to be preferably located at the extremes of the beam, connecting the beam end cross section with the relevant column. The typical device is a steel element characterized by symmetry with respect to three orthogonal barycentric planes and constituted by a sequence of three portions with abrupt cross section changes. The main novelty of the present proposal is related to the d…

Fluid Flow and Transfer ProcessesTechnologyQH301-705.5Finite element modelsTPhysicsQC1-999Process Chemistry and TechnologyGeneral EngineeringSteel designEngineering (General). Civil engineering (General)Computer Science Applicationsmoment resisting connections; full plastic deformations; minimum volume design; finite element models; steel designChemistryFull plastic deformationsMoment resisting connectionsMinimum volume designGeneral Materials ScienceTA1-2040Biology (General)QD1-999Instrumentation
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Small angle neutron scattering on periodically deformed polymers

1984

Small angle neutron scattering from periodically deformed samples is a useful extension of the methods presently available for the study of molecular dynamics of polymers. In this paper we describe apparatus that has been used to produce large cyclic deformations at frequencies upto 10 Hz and the principles by which data is collected to give spectra corresponding to different states of strain of the sample. Some data on model polydimethylsiloxane networks is given as an illustration of the value of this technique.

Materials sciencedata collectionspectra02 engineering and technologysmall angle neutron scattering010402 general chemistry01 natural sciencescyclic deformationsSpectral linechemistry.chemical_compoundMolecular dynamicsOpticsmolecular reorientationpolymersneutron diffraction examination of materialschemistry.chemical_classificationPolydimethylsiloxanebusiness.industryPolymerpolydimethylsiloxane networks021001 nanoscience & nanotechnologySmall-angle neutron scatteringmolecular dynamics0104 chemical sciencesComputational physicschemistry[PHYS.HIST]Physics [physics]/Physics archivesBiological small-angle scattering0210 nano-technologybusinessperiodically deformed polymers
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Deformations of Calabi-Yau manifolds in Fano toric varieties

2020

In this article, we investigate deformations of a Calabi-Yau manifold $Z$ in a toric variety $F$, possibly not smooth. In particular, we prove that the forgetful morphism from the Hilbert functor $H^F_Z$ of infinitesimal deformations of $Z$ in $F$ to the functor of infinitesimal deformations of $Z$ is smooth. This implies the smoothness of $H^F_Z $ at the corresponding point in the Hilbert scheme. Moreover, we give some examples and include some computations on the Hodge numbers of Calabi-Yau manifolds in Fano toric varieties.

Pure mathematicsGeneral MathematicsInfinitesimalFano plane01 natural sciencesMathematics - Algebraic GeometryMorphismMathematics::Algebraic GeometryMathematics::Category TheoryFOS: MathematicsCalabi–Yau manifold0101 mathematicsMathematics::Symplectic GeometryAlgebraic Geometry (math.AG)ComputingMethodologies_COMPUTERGRAPHICSMathematicsFunctorComputer Science::Information Retrieval010102 general mathematicsToric varietyFano toric varieties · Calabi-Yau manifolds · Deformations of subvarietiesManifold010101 applied mathematicsHilbert scheme14J32 14J45 32G10Settore MAT/03 - GeometriaMathematics::Differential Geometry
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Growth pattern of underlithified strata during thrust-related folding

2004

Abstract Asymmetric anticlines with overturned or steeply dipping forelimbs and gently dipping backlimbs are generally interpreted as thrust-related folds. Fold asymmetry occurs as a consequence of forelimb rotation. If deformation takes place in environments dominated by submarine sedimentation, the limbs coincide with the slope (depositional surface) and rotation reflects slope steepening. If folds are nucleated in poorly or unlithified deposits, growth geometry also depends on the properties of the media, such as cohesion and the angle of internal friction. For cohesionless deposits, the tilting of the slope influences the equilibrium of the soft sediments, resulting in gravity-driven fl…

Sedimentary depositional environmentBeddingCompactionAnticlineGeologyFold (geology)NeogenePetrologyLithificationGeomorphologyGeologySoft-sediment deformations Stratal pattern Fold growth Thrust tectonics Pliocene SicilyThrust tectonics
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