Search results for "deformation"

showing 10 items of 515 documents

The hidden group structure of quantum groups: strong duality, rigidity and preferred deformations

1994

A notion of well-behaved Hopf algebra is introduced; reflexivity (for strong duality) between Hopf algebras of Drinfeld-type and their duals, algebras of coefficients of compact semi-simple groups, is proved. A hidden classical group structure is clearly indicated for all generic models of quantum groups. Moyal-product-like deformations are naturally found for all FRT-models on coefficients andC∞-functions. Strong rigidity (H bi 2 ={0}) under deformations in the category of bialgebras is proved and consequences are deduced.

Classical groupPure mathematicsQuantum groupDeformation theoryLie groupStatistical and Nonlinear PhysicsHopf algebra17B37Algebra81R50Compact groupMathematics::Quantum AlgebraStrong dualityDual polyhedron16W30Mathematical PhysicsMathematics
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Discussion on “Experimental Deformation of Opalinus Clay at Elevated Temperature and Pressure Conditions: Mechanical Properties and the Influence of …

2021

AbstractThe testing procedure and results on saturated samples of Opalinus Clay in the work of Schuster et al. (Rock Mech Rock Eng https://doi.org/10.1007/s00603-021-02474-3, 2021) were conducted and presented using strain rates two to four orders of magnitudes higher than the rates needed to allow pore pressure equilibrium in the material, both in drained and undrained conditions. This leads to an erroneous estimation of the mechanical properties in saturated conditions. We discuss this aspect in the context of shale testing. We also discuss the effect of drying-induced fissuring on the mechanical properties of geomaterials tested in dry conditions.

Clay rock Desiccation cracks Micro-fissuring Opalinus Clay Pore pressure generation Rate-dependent mechanical behaviour ShaleSettore ICAR/07 - GeotecnicaClay rockGeologyContext (language use)Strain rateGeotechnical Engineering and Engineering GeologyPore water pressureTemperature and pressureGeotechnical engineeringDeformation (engineering)Oil shaleGeologyCivil and Structural EngineeringRock Mechanics and Rock Engineering
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Close range photogrammetry for measurement of paintings surface deformation

2009

The paper describes the first results about a study on the measurement of paintings surface deformation. The study was carried out using one ancient painting model made in a restoration laboratory and consolidated with the materials and dilutions most frequently used in the field of conservation. The restorers suppose deformations of the paintings surface from 0.1 mm to some millimetre when the painting model is keeping in environment with the presence of humidity and temperature fluctuations. The main purpose of the study is to evaluate the relative accuracy and the reliability of multi-images photogrammetric techniques related to the camera stations network and to the commercial software …

Close range photogrammetry accuracy surface deformationSettore ICAR/06 - Topografia E Cartografia
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Extended constrained deformations: a new sculpturing tool

1999

Modelling tools tend to virtual sculpturing, in which a basic object is deformed by user supplied actions. The model we present aims to be generic: whatever the geometric description of the object, we can deform it to satisfy location constraints. Our model deforms the whole space, the image of a point is a blend of deformation functions with a projection matrix which allows the satisfaction of the constraints. The user can define the extent of the deformation (i.e. the part of the object to be deformed), the shape of the deformation function to create profiles and the displacement of the constraint points to be satisfied.

Computer graphicsConstraint (computer-aided design)ComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISIONGeometryPoint (geometry)Function (mathematics)Deformation (meteorology)Object (computer science)GeneralLiterature_MISCELLANEOUSDisplacement (vector)ComputingMethodologies_COMPUTERGRAPHICSImage (mathematics)MathematicsProceedings Shape Modeling International '99. International Conference on Shape Modeling and Applications
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A framework for modelling the biomechanical behaviour of the human liver during breathing in real time using machine learning

2017

Progress in biomechanical modelling of human soft tissue is the basis for the development of new clinical applications capable of improving the diagnosis and treatment of some diseases (e.g. cancer), as well as the surgical planning and guidance of some interventions. The finite element method (FEM) is one of the most popular techniques used to predict the deformation of the human soft tissue due to its high accuracy. However, FEM has an associated high computational cost, which makes it difficult its integration in real-time computer-aided surgery systems. An alternative for simulating the mechanical behaviour of human organs in real time comes from the use of machine learning (ML) techniq…

Computer scienceINGENIERIA MECANICA02 engineering and technologyMachine learningcomputer.software_genreSurgical planning030218 nuclear medicine & medical imaging03 medical and health sciences0302 clinical medicineBiomechanical behaviourArtificial IntelligenceMachine learning0202 electrical engineering electronic engineering information engineeringSimulationTree-based regressionDeformation (mechanics)business.industryGeneral EngineeringSoft tissueFinite element methodComputer Science ApplicationsData setTree (data structure)LiverSoft tissue deformation020201 artificial intelligence & image processingArtificial intelligencebusinesscomputerLENGUAJES Y SISTEMAS INFORMATICOS
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Some comments on the experimental behavior of FRC beams in flexure

2008

In the present paper the experimental results, recently obtained by the authors, regarding the monotonic and the cyclic flexural response of normal and high-strength concrete beams reinforced with steel bars and discontinuous fibers, are shown. From the experimental results, all referred to low values of shear-to-depth ratios, it emerges clearly that the shear failure is brittle especially under cyclic actions highlighting the role of the fibers in the flexural behavior of the beams. The cyclic action produces a significant decay in the stiffness and in the strength capacity of the beams, and the addition of fibers reduces these negative effects. Form theoretical point of view good agreemen…

Concrete beamsMaterials scienceDeformation (mechanics)business.industrydesignStiffnessStructural engineeringshear and flexural strengthshearPhysics and Astronomy (all)Settore ICAR/09 - Tecnica Delle CostruzioniBrittlenessShear (geology)Flexural strengthCreepsteel fibermedicinebeammedicine.symptombusinesscyclic action
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Bending-Induced Delamination of van der Waals Solids

2013

Although sheets of layered van der Waals solids offer great opportunities to custom-design nanomaterial properties, their weak interlayer adhesion challenges structural stability against mechanical deformation. Here, bending-induced delamination of multilayer sheets is investigated by molecular dynamics simulations, using graphene as an archetypal van der Waals solid. Simulations show that delamination of a graphene sheet occurs when its radius of curvature decreases roughly below $R_c=5.3\text{nm}\times (\text{number of layers})^{3/2}$ and that, as a rule, one-third of the layers get delaminated. These clear results are explained by a general and transparent model, a useful future referenc…

Condensed Matter - Materials ScienceMaterials scienceGrapheneDelaminationMaterials Science (cond-mat.mtrl-sci)FOS: Physical sciencesBendingCondensed Matter Physicslaw.inventionNanomaterialsMolecular dynamicssymbols.namesakelawStructural stabilitysymbolsGeneral Materials ScienceDeformation (engineering)Composite materialvan der Waals force
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Statistical Reconstruction of Microstructures Using Entropic Descriptors

2018

We report a multiscale approach of broad applicability to stochastic reconstruction of multiphase materials, including porous ones. The approach devised uses an optimization method, such as the simulated annealing (SA) and the so-called entropic descriptors (EDs). For a binary pattern, they quantify spatial inhomogeneity or statistical complexity at discrete length-scales. The EDs extract dissimilar structural information to that given by two-point correlation functions (CFs). Within the SA, we use an appropriate cost function consisting of EDs or comprised of EDs and CFs. It was found that the stochastic reconstruction is computationally efficient when we begin with a preliminary synthetic…

Condensed Matter - Materials ScienceMicrostructure reconstructionDeformation (mechanics)Computer scienceGeneral Chemical EngineeringMaterials Science (cond-mat.mtrl-sci)FOS: Physical sciencesFunction (mathematics)Binary pattern01 natural sciencesCatalysis010305 fluids & plasmasMultiscale modellingEntropic descriptors0103 physical sciencesVolume fractionSimulated annealingSPHERESPorous materialsStatistical physics010306 general physicsPorous mediumPorosityTransport in Porous Media
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The fabric attractor

1997

Abstract The nature of fabric accumulation in high strain zones such as ductile shear zones depends on the nature and orientation of flow eigenvectors or apophyses. Some flow apophyses can act as ‘attractors’ of material lines or principal finite strain axes. This paper explains the nature of such attractors and discusses their significance and orientation in different monoclinic flow types. In ductile shear zones, strain values are high enough to show the effect of attractors in deformed rocks clearly. The concept of attractors can be used in deformation modelling, and can help in understanding the accumulation of deformation fabrics in homogeneous and inhomogeneous flow, e.g. around boudi…

Condensed Matter::Materials ScienceFlow (mathematics)Strain (chemistry)Finite strain theoryOrientation (geometry)AttractorGeologyGeotechnical engineeringGeometryDeformation (engineering)Shear zoneEigenvalues and eigenvectorsGeologyJournal of Structural Geology
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Scaling Behavior in Non-Hookean Compression of Thin-Walled Structures

2010

The mechanics and stability of thin-walled structures is a challenging and important branch in structural mechanics. Under vertical compression the deformation of a thin-walled box differs from that of, e.g., a cylindrical shell. It is demonstrated here that compression of a box can be described by a set of generic scaling laws representing three successive regimes: a linear, wrinkled, and collapsed regime. The linear Hookean regime represents the normal behavior before any instability sets in, while the following wrinkled regime is shown to be analogous to compression of thin-film blisters. The compression force reaches its maximum at the onset of the final collapsed regime that has all th…

Condensed Matter::Soft Condensed MatterPhysics::Fluid DynamicsPhysicsClassical mechanicsDeformation (mechanics)Structural mechanicsShell (structure)General Physics and AstronomyThin walledCompression (physics)ScalingStability (probability)InstabilityPhysical Review Letters
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