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Stress Strain Relations
(PLASTIC FLOW)
Present By:- Kartik Paliwal
1
Stress- Strain Relations
(Plastic Flow)
โ€ข Plastic Flow takes place when a stress point reaches
the boundary of the elastic zone defined by the yield
locus
โ€ข Change in Plastic deformation is discussed here
โ€“ stress-strain relations for plastic flow relate strain
increments and so unlike in case of Hookeโ€™s Law
stress-strain components are differential relations
rather than finite relations
โ€ข Plastic Flow is irreversible
โ€“ Most of deformation work is transformed into heat
โ€“ Stresses in final state depend on the strain path
2
or
iii.
Assumptions
i. The body is isotropic
ii. The volumetric strain is an elastic strain & is
proportional to the mean pressure ( ๏ณ m ๏€ฝ p ๏€ฝ๏ณ )
๏ฅ ๏€ฝ 3k๏ณ
d๏ฅ ๏€ฝ 3kd๏ณ
The total strain increments(๐‘‘๐œ€๐‘–๐‘—)are made up of elastic strain
increments ( ๐‘‘๐œ€๐‘–๐‘—
๐‘’
) & plastic strain increments ( ๐‘‘๐œ€๐‘–๐‘—
๐‘
)
๐‘‘๐œ€๐‘–๐‘— = ๐‘‘๐œ€๐‘–๐‘—
๐‘’
+ ๐‘‘๐œ€๐‘–๐‘—
๐‘
3
Assumptions(Contdโ€ฆ)
iv. The Elastic Strain Increments are related to stress
components(๏ณij ) through Hookeโ€™s Law
zxzxzx
yzyzyz
xyxyxy
zzz
yyy
x y zxx
G
G
G
E
E
E
d๏ฅe
๏€ฝ d๏ง e
๏€ฝ
1
๏ด
d๏ฅe
๏€ฝ d๏ง e
๏€ฝ
1
๏ด
d๏ฅe
๏€ฝ d๏ง e
๏€ฝ
1
๏ด
๏€ญ๏ฎ (๏ณ ๏€ซ๏ณ )๏x y
d๏ฅe
๏€ฝ
1
๏›๏ณ
๏€ญ๏ฎ (๏ณ ๏€ซ๏ณ )๏z x
d๏ฅe
๏€ฝ
1
๏›๏ณ
d๏ฅe
๏€ฝ
1
๏›๏ณ ๏€ญ๏ฎ (๏ณ ๏€ซ๏ณ )๏
4
Assumption (Contd.)
v. The deviatoric components of the plastic strain
increments are proportional to the components of the
deviatoric state of stess
Where is the instantaneous constant of
proportionality
d[๏ฅ x y zx
p
yy zz
p
xx
p
xx
3
๏€ญ 1
(๏ณ ๏€ซ๏ณ ๏€ซ๏ณ )]d๏ฌ๏€ญ (๏ฅ ๏€ซ๏ฅ p
๏€ซ๏ฅ )] ๏€ฝ[๏ณ
3
1
d๏ฌ
5
Deviatoric Stress
6
Stress Strain Relations
โ€ข But
From (ii), the volumetric strain is purely elastic and hence
Hence we get,
Using this in (v), deviatoric stress components we get
3
y zxxxxd๏ฅ p
๏€ฝ d๏ฌ๏›๏ณ ๏€ญ
1
(๏ณ ๏€ซ๏ณ ๏€ซ๏ณ )]
๐œ€ = ๐‘’ ๐‘ฅ๐‘ฅ
๐‘’
+ ๐‘’ ๐‘ฆ๐‘ฆ
๐‘’
+ ๐‘’ ๐‘ง๐‘ง
๐‘’
+ ๐‘’ ๐‘ฅ๐‘ฅ
๐‘
+ ๐‘’ ๐‘ฆ๐‘ฆ
๐‘
+ ๐‘’ ๐‘ง๐‘ง
๐‘
๐‘’ ๐‘ฅ๐‘ฅ
๐‘
+๐‘’ ๐‘ฆ๐‘ฆ
๐‘
+๐‘’ ๐‘ง๐‘ง
๐‘
=0
๐œ€ = ๐‘’ ๐‘ฅ๐‘ฅ
๐‘’ + ๐‘’ ๐‘ฆ๐‘ฆ
๐‘’ + ๐‘’ ๐‘ง๐‘ง
๐‘’
7
Stress Strain Relations (Contd.)
โ€ข Denoting components of stress deviator denoted by sij
the above equations and the remaining ones are
zx
yz
xy
zz
yy
xx
p
xx
p
yy
p
zz
p
xy
p
yz
p
zxd๏ง
d๏ง
d๏ง
d๏ฅ
๏€ฝ d๏ฌs
๏€ฝ d๏ฌs
๏€ฝ d๏ฌs
๏€ฝ d๏ฌs
d๏ฅ ๏€ฝ d๏ฌs
d๏ฅ ๏€ฝ d๏ฌs
ij
p
ijd๏ฅ ๏ฌs๏€ฝ d
Equivalently
8
PRANDTL-REUSSEQUATIONS
9
โ€ข Combining
โ€ข
โ€ข
We get, Prandtl-Reuss Equations
p
ijijijd๏ฅ ๏€ฝ d๏ฅ e
๏€ซ d๏ฅ
ij
ee
ij ij
kji
e
ii
G
E
๏ด
โ€ข d๏ฅ
1
1
d๏ฅ ๏ง ๏€ฝ๏€ฝ d
๏€ซ๏ณ )๏๏€ฝ ๏›๏ณ ๏€ญ๏ฎ(๏ณ
d๏ฅij ๏€ฝ d๏ฌsij
ijijijd๏ฅ ๏€ฝ d๏ฅ e
๏€ซ d๏ฌs
10
11
i.e. p
dW ๏€ฝ d๏ฌT2
d W p ๏‚ณ 0
d ๏ฌ ๏‚ณ 0
Since
We have
Consider the work done during the plastic strain increment
Hence proved d๏ฌ isnon-negative
12
โ€ข If the von Mises condition is applied
2
pdW ๏€ฝ d๏ฌ2s
2
pd๏ฌ ๏€ฝ dW / 2sor
i.e. d๏ฌ is proportional to the increment of plastic work.
13
SAINT VENANT-VONMISES EQUATIONS
14
โ€ข In a fully developed plastic deformation, the
elastic strain components are very small
compared to plastic strain components, so
p
ijijd๏ฅ ๏‚ป d๏ฅ
โ€ข This gives Saint Venant-von Mises theory of
plasticity in the form
d๏ฅij ๏€ฝ d๏ฌsij
15
โ€ข Expanding the equations
3 2
23
23
z x yzz
z xyyy
y zxxx
๏€ญ
1
(๏ณ ๏€ซ๏ณ )]d๏ฅ ๏€ฝ
2
d๏ฌ [๏ณ
๏€ญ
1
(๏ณ ๏€ซ๏ณ )]d๏ฅ ๏€ฝ
2
d๏ฌ [๏ณ
๏€ญ
1
(๏ณ ๏€ซ๏ณ )]d๏ฅ ๏€ฝ
2
d๏ฌ[๏ณ
d๏งyz ๏€ฝ d๏ฌ๏ดyz
d๏งzx ๏€ฝ d๏ฌ๏ดzx
d๏งxy ๏€ฝ d๏ฌ๏ดxy
โ€ข The above Equations are also called Levy-Mises
equations.
โ€ข It is to be noted that in this case,the principal axes of
strain increments coincide with axes of principal stress
16
Reference:-
โ€ข Book on โ€œ Advanced Mechanics of Solidsโ€ By L S Srinath,
Page No. 13
17

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Stress Strain relation in plasticity

  • 1. Stress Strain Relations (PLASTIC FLOW) Present By:- Kartik Paliwal 1
  • 2. Stress- Strain Relations (Plastic Flow) โ€ข Plastic Flow takes place when a stress point reaches the boundary of the elastic zone defined by the yield locus โ€ข Change in Plastic deformation is discussed here โ€“ stress-strain relations for plastic flow relate strain increments and so unlike in case of Hookeโ€™s Law stress-strain components are differential relations rather than finite relations โ€ข Plastic Flow is irreversible โ€“ Most of deformation work is transformed into heat โ€“ Stresses in final state depend on the strain path 2
  • 3. or iii. Assumptions i. The body is isotropic ii. The volumetric strain is an elastic strain & is proportional to the mean pressure ( ๏ณ m ๏€ฝ p ๏€ฝ๏ณ ) ๏ฅ ๏€ฝ 3k๏ณ d๏ฅ ๏€ฝ 3kd๏ณ The total strain increments(๐‘‘๐œ€๐‘–๐‘—)are made up of elastic strain increments ( ๐‘‘๐œ€๐‘–๐‘— ๐‘’ ) & plastic strain increments ( ๐‘‘๐œ€๐‘–๐‘— ๐‘ ) ๐‘‘๐œ€๐‘–๐‘— = ๐‘‘๐œ€๐‘–๐‘— ๐‘’ + ๐‘‘๐œ€๐‘–๐‘— ๐‘ 3
  • 4. Assumptions(Contdโ€ฆ) iv. The Elastic Strain Increments are related to stress components(๏ณij ) through Hookeโ€™s Law zxzxzx yzyzyz xyxyxy zzz yyy x y zxx G G G E E E d๏ฅe ๏€ฝ d๏ง e ๏€ฝ 1 ๏ด d๏ฅe ๏€ฝ d๏ง e ๏€ฝ 1 ๏ด d๏ฅe ๏€ฝ d๏ง e ๏€ฝ 1 ๏ด ๏€ญ๏ฎ (๏ณ ๏€ซ๏ณ )๏x y d๏ฅe ๏€ฝ 1 ๏›๏ณ ๏€ญ๏ฎ (๏ณ ๏€ซ๏ณ )๏z x d๏ฅe ๏€ฝ 1 ๏›๏ณ d๏ฅe ๏€ฝ 1 ๏›๏ณ ๏€ญ๏ฎ (๏ณ ๏€ซ๏ณ )๏ 4
  • 5. Assumption (Contd.) v. The deviatoric components of the plastic strain increments are proportional to the components of the deviatoric state of stess Where is the instantaneous constant of proportionality d[๏ฅ x y zx p yy zz p xx p xx 3 ๏€ญ 1 (๏ณ ๏€ซ๏ณ ๏€ซ๏ณ )]d๏ฌ๏€ญ (๏ฅ ๏€ซ๏ฅ p ๏€ซ๏ฅ )] ๏€ฝ[๏ณ 3 1 d๏ฌ 5
  • 7. Stress Strain Relations โ€ข But From (ii), the volumetric strain is purely elastic and hence Hence we get, Using this in (v), deviatoric stress components we get 3 y zxxxxd๏ฅ p ๏€ฝ d๏ฌ๏›๏ณ ๏€ญ 1 (๏ณ ๏€ซ๏ณ ๏€ซ๏ณ )] ๐œ€ = ๐‘’ ๐‘ฅ๐‘ฅ ๐‘’ + ๐‘’ ๐‘ฆ๐‘ฆ ๐‘’ + ๐‘’ ๐‘ง๐‘ง ๐‘’ + ๐‘’ ๐‘ฅ๐‘ฅ ๐‘ + ๐‘’ ๐‘ฆ๐‘ฆ ๐‘ + ๐‘’ ๐‘ง๐‘ง ๐‘ ๐‘’ ๐‘ฅ๐‘ฅ ๐‘ +๐‘’ ๐‘ฆ๐‘ฆ ๐‘ +๐‘’ ๐‘ง๐‘ง ๐‘ =0 ๐œ€ = ๐‘’ ๐‘ฅ๐‘ฅ ๐‘’ + ๐‘’ ๐‘ฆ๐‘ฆ ๐‘’ + ๐‘’ ๐‘ง๐‘ง ๐‘’ 7
  • 8. Stress Strain Relations (Contd.) โ€ข Denoting components of stress deviator denoted by sij the above equations and the remaining ones are zx yz xy zz yy xx p xx p yy p zz p xy p yz p zxd๏ง d๏ง d๏ง d๏ฅ ๏€ฝ d๏ฌs ๏€ฝ d๏ฌs ๏€ฝ d๏ฌs ๏€ฝ d๏ฌs d๏ฅ ๏€ฝ d๏ฌs d๏ฅ ๏€ฝ d๏ฌs ij p ijd๏ฅ ๏ฌs๏€ฝ d Equivalently 8
  • 10. โ€ข Combining โ€ข โ€ข We get, Prandtl-Reuss Equations p ijijijd๏ฅ ๏€ฝ d๏ฅ e ๏€ซ d๏ฅ ij ee ij ij kji e ii G E ๏ด โ€ข d๏ฅ 1 1 d๏ฅ ๏ง ๏€ฝ๏€ฝ d ๏€ซ๏ณ )๏๏€ฝ ๏›๏ณ ๏€ญ๏ฎ(๏ณ d๏ฅij ๏€ฝ d๏ฌsij ijijijd๏ฅ ๏€ฝ d๏ฅ e ๏€ซ d๏ฌs 10
  • 11. 11
  • 12. i.e. p dW ๏€ฝ d๏ฌT2 d W p ๏‚ณ 0 d ๏ฌ ๏‚ณ 0 Since We have Consider the work done during the plastic strain increment Hence proved d๏ฌ isnon-negative 12
  • 13. โ€ข If the von Mises condition is applied 2 pdW ๏€ฝ d๏ฌ2s 2 pd๏ฌ ๏€ฝ dW / 2sor i.e. d๏ฌ is proportional to the increment of plastic work. 13
  • 15. โ€ข In a fully developed plastic deformation, the elastic strain components are very small compared to plastic strain components, so p ijijd๏ฅ ๏‚ป d๏ฅ โ€ข This gives Saint Venant-von Mises theory of plasticity in the form d๏ฅij ๏€ฝ d๏ฌsij 15
  • 16. โ€ข Expanding the equations 3 2 23 23 z x yzz z xyyy y zxxx ๏€ญ 1 (๏ณ ๏€ซ๏ณ )]d๏ฅ ๏€ฝ 2 d๏ฌ [๏ณ ๏€ญ 1 (๏ณ ๏€ซ๏ณ )]d๏ฅ ๏€ฝ 2 d๏ฌ [๏ณ ๏€ญ 1 (๏ณ ๏€ซ๏ณ )]d๏ฅ ๏€ฝ 2 d๏ฌ[๏ณ d๏งyz ๏€ฝ d๏ฌ๏ดyz d๏งzx ๏€ฝ d๏ฌ๏ดzx d๏งxy ๏€ฝ d๏ฌ๏ดxy โ€ข The above Equations are also called Levy-Mises equations. โ€ข It is to be noted that in this case,the principal axes of strain increments coincide with axes of principal stress 16
  • 17. Reference:- โ€ข Book on โ€œ Advanced Mechanics of Solidsโ€ By L S Srinath, Page No. 13 17