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Published byTracey Burns Modified over 9 years ago
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Elastic-Plastic Deformation
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Simple Constitutive Relations
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And Their Graphs
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Flow Rule
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Anisotropy
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Yield Surfaces
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Drucker postulate
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Kinematic hardening Kinematic hardening is a monotonically growing & saturating function of strain and is a complex function of temperature
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Isotropic Hardening Latent hardening is a monotonically growing and saturating function of strain and is a complex function of temperature
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Example on the simple Beams Let us consider the simple problem or two, which should give us general feeling what is the plasticity is about We look at 1D problem We look at non-hardening problem We look at isothermal problem Nothing is more illustrative as beam examples
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Simple Beam Given: E, l 1, l 2, P P N1N1 N2N2
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Yield of Each Part Limiting or critical Force is: Compare
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Displacements ASSUME NOW THAT APPLIED LOAD IS THEN UNLOAD IT
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RESIDUAL STRESS
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Elements of Shake Down Method P Ec=E; Es=2E;
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Shake Down Elastic solution: Limiting Load: Let us apply the Force P 1 to the system: Let us now unload the system: Let us apply the Force -P 2 to the system:
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Limiting Cycle P1P1 P2P2 A BC D E F G H O OHGF – Elastic Regime ABGH and FGDE – system adjusts after first cycle; P 1 +P 2 <5N y BCD- cyclic plastic deformations Out of Big-square- Failure
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Slip Theory
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Plasticity is Defined by Shear
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Principal stress
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Governing Equations
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Slip Lines Equations
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Hencky’s Equations
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Hencky’s equations
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Examples
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More Examples
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Punch and Its Force
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