Search results for "Levy–Mises equations"

showing 4 items of 4 documents

On the long-term response of elastic-perfectly plastic solids to dynamic cyclic loads

1992

It is shown that the long-term response of an elastic-perfectly plastic solid subjected to dynamic actions cyclically varying in time is characterized by stresses, plastic strain rates and velocities that are all periodic with the same period of the external actions, and are in perfect analogy with the quasi-static case; on the other hand, plastic strains and displacements are in general nonperiodic (except in case of alternating plasticity) and may increase indefinitely (except when elastic or plastic shakedown occurs). Besides, the work performed by the external actions in the steady cycle equals the work performed by the elastic stresses (i.e. pertaining to the elastic response of the bo…

Long term responseWork (thermodynamics)Materials scienceQuantitative Biology::Neurons and CognitionMechanics of MaterialsStructural mechanicsPlastic bendingMechanical EngineeringLevy–Mises equationsMechanicsPlasticityCondensed Matter PhysicsShakedownMeccanica
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Constitutive equations for no-tension materials

1988

For a material which is incapable of sustaining tensile stresses (no-tension material, NTM), the local stability postulate is utilized in order to derive the appropriate equations which relate, within general 3D situations, cracking strain states and stress states to each other. Several alternative forms of these equations are discussed, either in terms of stress and strain components, or in terms of stress and strain invariants. The results obtained improve known results regarding the NTM's.

Stress (mechanics)Cauchy elastic materialStrain (chemistry)Mechanics of MaterialsTension (physics)Mechanical EngineeringConstitutive equationUltimate tensile strengthStress–strain curveLevy–Mises equationsMechanicsCondensed Matter PhysicsMathematicsMeccanica
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A nonlocal strain gradient plasticity theory for finite deformations

2009

Abstract Strain gradient plasticity for finite deformations is addressed within the framework of nonlocal continuum thermodynamics, featured by the concepts of (nonlocality) energy residual and globally simple material. The plastic strain gradient is assumed to be physically meaningful in the domain of particle isoclinic configurations (with the director vector triad constant both in space and time), whereas the objective notion of corotational gradient makes it possible to compute the plastic strain gradient in any domain of particle intermediate configurations. A phenomenological elastic–plastic constitutive model is presented, with mixed kinematic/isotropic hardening laws in the form of …

Stress (mechanics)Strain rate tensorClassical mechanicsMechanics of MaterialsMechanical EngineeringFinite strain theoryConstitutive equationInfinitesimal strain theoryGeneral Materials ScienceLevy–Mises equationsStrain rateElastic and plastic strainMathematicsInternational Journal of Plasticity
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Bounds on plastic strains for elastic plastic structures in plastic shakedown conditions

2007

The problem related to the computation of bounds on plastic deformations for structures in plastic shakedown condition (alternating plasticity) is studied. In particular, reference is made to structures discretized by finite elements constituted by elastic perfectly plastic material and subjected to a special combination of fixed and cyclic loads. The load history is known during the steady-state phase, but it is unknown during the previous transient phase; so, as a consequence, it is not possible to know the complete elastic plastic structural response. The interest is therefore focused on the computation of bounds on suitable measures of the plastic strain which characterizes just the fir…

elastic plastic structureperturbation methodsMaterials scienceDiscretizationcyclic loadbusiness.industryPlane (geometry)Mechanical EngineeringMathematical analysisBuilding and ConstructionStructural engineeringPlasticityplastic shakedownMeasure (mathematics)Finite element methodShakedownboundMechanics of MaterialsPlastic bendingLevy–Mises equationsbusinessCivil and Structural Engineering
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