Search results for "rigidity"

showing 10 items of 83 documents

A comparative review of CASE shells: A preliminary framework and research outcomes

1993

Abstract Because of rigidity and weak support of the user's native methods and methodologies in existing CASE tools, there is a growing need for customizable CASE tools (CASE shells). The nature of CASE shells is different from ordinary CASE tools supporting a fixed set of methods. With CASE shells, organizations can define tools to support their own methods, instead of choosing a tool that supports them. Existing CASE shells have different features and architectural principles that make them appropriate for different tasks. Obviously, a framework for comparing them is needed. In this paper we develop one such framework. It takes into account different tasks in customization and the effecti…

EngineeringInformation Systems and Managementbusiness.industryComputer aidRigidity (psychology)Architectural principlesManagement Information SystemsPersonalizationMetamodelingSystems engineeringComputer-aided software engineeringSoftware engineeringbusinessSet (psychology)Information SystemsInformation & Management
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Monte Carlo Simulations of Semi-Flexible Polymers

2005

We present Monte Carlo simulations on the phase behavior of semiflexible macromolecules. For a single chain this question is of biophysical interest given the fact that long and stiff DNA chains are typically folded up into very tight compartments. So one can ask the question how the state diagram of a semiflexible chain differs from the coilglobule behavior of a flexible macromolecule. Another effect connected with rigidity of the chains is their tendency to aggregate and form nematically ordered structures. As a consequence one has two competing phase transitions: a gas-liquid and an isotropic-nematic transition potentially giving rise to a complicated phase diagram.

Persistence lengthchemistry.chemical_classificationQuantitative Biology::BiomoleculesPhase transitionChemistryMonte Carlo methodSingle chainPolymerQuantitative Biology::Subcellular ProcessesCondensed Matter::Soft Condensed MatterRigidity (electromagnetism)Statistical physicsMacromoleculePhase diagram
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Determining Factors for the Unfolding Pathway of Peptides, Peptoids, and Peptidic Foldamers.

2016

We present a study of the mechanical unfolding pathway of five different oligomers (α-peptide, β-peptide, δ-aromatic-peptides, α/γ-peptides, and β-peptoids), adopting stable helix conformations. Using force-probe molecular dynamics, we identify the determining structural factors for the unfolding pathways and reveal the interplay between the hydrogen bond strength and the backbone rigidity in the stabilization of their helix conformations. On the basis of their behavior, we classify the oligomers in four groups and deduce a set of rules for the prediction of the unfolding pathways of small foldamers.

010405 organic chemistryStereochemistryHydrogen bondChemistry010402 general chemistry01 natural sciences0104 chemical sciencesSurfaces Coatings and FilmsMolecular dynamicsCrystallographyRigidity (electromagnetism)HelixMaterials ChemistryPhysical and Theoretical ChemistryThe journal of physical chemistry. B
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Rigidity and sharp stability estimates for hypersurfaces with constant and almost-constant nonlocal mean curvature

2018

We prove that the boundary of a (not necessarily connected) bounded smooth set with constant nonlocal mean curvature is a sphere. More generally, and in contrast with what happens in the classical case, we show that the Lipschitz constant of the nonlocal mean curvature of such a boundary controls its $C^2$-distance from a single sphere. The corresponding stability inequality is obtained with a sharp decay rate.

Mathematics - Differential GeometryMean curvatureApplied MathematicsGeneral Mathematics010102 general mathematicsMathematical analysis01 natural sciencesStability (probability)010101 applied mathematicsMathematics - Analysis of PDEsRigidity (electromagnetism)Differential Geometry (math.DG)Alexandrov Theorem Stability Nonlocal mean curvature fractional perimeterSettore MAT/05 - Analisi MatematicaFOS: MathematicsMathematics (all)0101 mathematicsConstant (mathematics)Mathematics (all); Applied MathematicsAnalysis of PDEs (math.AP)MathematicsJournal für die reine und angewandte Mathematik (Crelles Journal)
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Dynamic analysis for axially moving viscoelastic panels

2012

In this study, stability and dynamic behaviour of axially moving viscoelastic panels are investigated with the help of the classical modal analysis. We use the flat panel theory combined with the Kelvin–Voigt viscoelastic constitutive model, and we include the material derivative in the viscoelastic relations. Complex eigenvalues for the moving viscoelastic panel are studied with respect to the panel velocity, and the corresponding eigenfunctions are found using central finite differences. The governing equation for the transverse displacement of the panel is of fifth order in space, and thus five boundary conditions are set for the problem. The fifth condition is derived and set at the in-…

Constitutive equationDynamicMaterial derivative02 engineering and technology01 natural sciencesViscoelasticityDisplacement (vector)Physics::Fluid DynamicsViscositystabiilius0203 mechanical engineeringMaterials Science(all)viscoelasticModelling and Simulation0103 physical sciencesGeneral Materials ScienceBoundary value problemta216010301 acousticsMathematicsViscoelasticdynamicominaisarvotMechanical EngineeringApplied MathematicsLiikkuvapalkkiFlexural rigidityBeamEigenvaluesMechanicsviscoelastinenstabilityCondensed Matter Physics020303 mechanical engineering & transportsdynaaminenMechanics of MaterialsModeling and SimulationBending stiffnessbeamMovingliikkuminenStabilityInternational Journal of Solids and Structures
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Some conventional and unconventional educational column stability Problems

2006

Two interesting problems are considered for enriching the curriculum of the Strength of Materials course, in the light of recently developed functionally graded materials (FGMs), characterized with the smooth variation of the elastic modulus. These are problems associated with buckling of columns with variable flexural rigidity along the axis of the column. A simple semi-inverse method is proposed for determining closed-form solutions of axially inhomogeneous columns. In order for the presentation to be given in one package, the conventional problems are also recapitulated along with the novel ones. The main approach adopted here is the use of the second-order differential equation, instea…

business.industryDifferential equationApplied MathematicsMechanical EngineeringMathematical analysisAerospace EngineeringOcean EngineeringFlexural rigidityBuilding and ConstructionStructural engineeringStrength of materialsColumn (database)BucklingAxial symmetrybusinessElastic modulusCivil and Structural EngineeringVariable (mathematics)Mathematics
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Infilled frames: developments in the evaluation of the stiffening effect of infills

2003

In order to consider the modified seismic response of framed structures in the presence of masonry infills, proper models have to be formulated. Because of the complexity of the problem, a careful definition of a diagonal pin-jointed strut, able to represent the horizontal force-interstorey displacement cyclic law of the actual infill, may be a solution. In this connection the present paper shows a generalized criterion for the determination of the ideal cross-section of the strut mentioned before. The procedure is based on the equivalence between the lateral stiffness of the actual infilled frame scheme during the conventional elastic stage of the response and the lateral stiffness of the …

Masonry infillEngineeringStiffening effectSimplified modelDiagonalDisplacement (vector)symbols.namesakemedicineInfillEquivalent strutGeotechnical engineeringCivil and Structural Engineeringbusiness.industryMechanical EngineeringStiffnessFlexural rigidityBuilding and ConstructionStructural engineeringMasonryPoisson's ratioStiffeningMechanics of MaterialsIdentification techniquesymbolsmedicine.symptombusinessInfilled frameStructural Engineering and Mechanics
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Reconstruction Problem of Reinforced Concrete Beams under Harmonic Excitations

2007

A damage detection method based on harmonic structural vibrations has been applied to reconstruct realistic damage patterns of reinforced concrete beams. It was shown that the application of a hybrid method (genetic algorithm and Levenberg-Marquardt minimization technique) makes it possible to effectively reconstruct the flexural stiffness drops as small as 10-20% with the maximum error of 4%. The error increases to about 7 to 9% with the presence of 1% measurement noise.

Materials sciencebusiness.industryMechanical EngineeringFlexural rigidityStructural engineeringReinforced concreteNoise (electronics)VibrationReconstruction problemMechanics of MaterialsGenetic algorithmHarmonicGeneral Materials ScienceMinificationbusinessKey Engineering Materials
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Elastic properties of polymer interfaces: Aggregation of pure diblock, mixed diblock, and triblock copolymers

2002

Block copolymers adsorbing to an interface between two immiscible homopolymers modify the elastic constants of this interface. Within self-consistent field calculations for Gaussian chains, we determine how the bending constants vary in dependence on the block copolymer concentration and architecture. Four phenomena are discussed. (i) When a tricritical or isotropic Lifshitz critical point is approached in a ternary mixture by varying the concentration of diblock copolymers or changing temperature, the elastic constants vanish. We determine the corresponding power laws, and show that the de Gennes--Taupin criterium for the stability of lamellar phases against undulations and the Ginzburg-La…

chemistry.chemical_classificationQuantitative Biology::BiomoleculesMaterials scienceIsotropyThermodynamicsFlexural rigidityBendingPolymerJCondensed Matter::Soft Condensed MatterchemistryCritical point (thermodynamics)Copolymerddc:530Lamellar structureTernary operationPhysical Review E
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Rigour and Rigidity: Systematics on particle physics D6-brane models on Z(2)xZ(6)

2014

We launch a systematic search for phenomenologically appealing string vacua with intersecting D-branes on the promising T6/Z(2)xZ(6)xOR orientifold with discrete torsion. The number of independent background lattices is reduced from six to two by new symmetries. The occurrence of USp(2N) and SO(2N) versus U(N) gauge groups is classified as well as D-branes without matter in the adjoint and/or symmetric representation. Supersymmetric fractional D6-branes allowing for RR tadpole cancellation are fully classified in terms of all possible values of the one complex structure modulus inherited from the underlying six-torus. We then systematically investigate the conditions for three particle gene…

PhysicsHigh Energy Physics - TheoryPati–Salam modelVacuum stateExotic matterFOS: Physical sciencesGeneral Physics and AstronomyTheoretical physicsHigh Energy Physics - PhenomenologyHigh Energy Physics - Phenomenology (hep-ph)Rigidity (electromagnetism)High Energy Physics - Theory (hep-th)OrientifoldHomogeneous spaceGrand Unified TheoryBrane
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