CyclicPlasticity Flashcards

1
Q

in Cycle plasticiy models, define Elasticity?|

A

Are uniquely determines by the strains. Hook’s law can be used to compute the magnitude of stresses for any set of strains INDEPENDENTLY ON THE PREVIOUS STRAIN HISTORY

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2
Q

in Cycle plasticiy models, define Plasticity?|

A

Stresses and strains during cyclic plasticity deformation ARE DEPENDENT ON THE PREVIOUS LOADING HISTORY.

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3
Q

Which are the major components of the Cyclic plasticity models

A

1) yield function
2) Flow rule
3) Hardening rule

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4
Q

What is a Yield Function?

A
  • Is the first step of the CPlasticity

- Combination of stress that are needed to initiate plastic deformation (Von Mises or TResca)

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5
Q

Why for the Yield Function is used Von Mises?

A
  • Is an elipse in Sigma1&Sigma2 that are the principal stresses-
  • Sigma0 is the uniaxial elastic behaviour or Yield strenght.
  • If im exceed the yield function that mean that i have plasticity (outside the elipse)
  • Outside the Yield function i CANNOT use Hook’s law.
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6
Q

define the Von-Mises-Deviatoric Stress

A

is the Hypershpere
-In plasticity -> stress tensor as vector of 9-components
-[S] having normal stresses
-Elastic limit change (increase)
f= S:S-2K^2
Radius of the sphere will be (2K)^1/2 (square root of 2k)
and k= yield shear strenght uniaxial K=Sigma0/sqrt(3)

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7
Q

How can the Back stress is define?

A
  • is the ALPHA
  • the center of the yield function
  • Never testing material will be alpha=0
  • AFter aplication of the load yield function can mover alpha different from 0
  • Apply stress to obtain deviatoric stress Sij (increment cycle plasticity model)

f = (S-alpha):(S-alpha)-2K^2 = 0

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8
Q

Mention the 2nd step of the Cyclic plasticity model.

A

Flow Rule

  • (describe the relationship between the stresses and plastic strains during plastic deformation)
  • is a constitutive equation, typically based on the normality postulates by Drucker.

n = Unit global vector in nomrmal direction

  • Plasticity is postulated
  • Increment in the plastic strain in normal direction
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9
Q

related to the 3th step, Hardening rule, what is the main objectives, and which are the 2 different alternatives.

A
  • It describes how the yield surface is alterede due to plastic strain in order to fulfill the Consistency condition (during elastic-pastic deformation the stress state remains on the yield surface)
  • New state of stress (ds+ds)

2 alternatives

  • Isotropic hardening = Yield surface expand with plastic strain
  • Kinematic hardening = Yield surface translates
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10
Q

What ISOTROPIC HARDENING?

A
  • describes the increase inmaterial strength due to plastic strain
  • elastic changing.
  • radius increase and elastic limit increase due to plasticity
  • Changing K in function of equivalent Strain
  • Can predict transient behavior but cannot predict good response.

***Yield surface expands evenly in all directions during plastic deformation, with no change in shape and no translation of the yield surface center.

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11
Q

What KINEMATIC HARDENING?

A
  • Predict the stress will increase during each loading cycle until deformation
  • stress-controlled loading isotropic hardening predict elastic deformation after 1st cycle.
  • Yield function remain the same.
  • Center is moving.
  • Elastic domain is 2 radius.
  • Can predict stabilize behavior.
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12
Q

What is the main rule of the Hardening rule?

A
  • REAL materials shows kinematic and isotropic hardening until stability after stabilization they shows just kinematic.
  • If transient behavior is not our interest (fatigue analysis) cyclically stable material is assumed and only kinematic hardening rule.
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13
Q

Concistency condition?

A

Is requires that during elastic-plastic deformation the stress state remains on the yield surface

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