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A STUDY OF SPRINGBACK
USING RADIOSS INCREMENTAL What is springback ?
Relevant material properties Mechanics of the bending/unbending
Test case description Model description
Results
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SPRINGBACK MECHANICSThe most important thing
about springback is thatflexure deformation givesimportant springback, butmembrane does not
The rest is about findingwhere the flexure comesfrom
R
zf
fm
+=
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MATERIAL PROPERTIESRELEVANT TO METAL FORMING
Ductility strain hardening (behavior undermonotonic loading)
Hardening type (behavior under cyclicloading)
Anisotropy Transverse Planar
Strain rate sensitivity Friction
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DUCTILITYA basic engineering notion is that material behavior in the first stages of deformation is
approximately elastic, i.e. the material returns to its initial state after the external cause (force)is removed.
Further deformation will be at least partially permanent. For metals, this pattern of permanentdeformation is called plasticity.
After the onset of plastic deformation (yield point) the stress generated in the material continues
to grow (even though at a slower pace) as deformation increases. This phenomenon is called strainhardening. The ability of the material to deform plastically before failure is called ductility.
Engineering strain e
Engineering stress s
Rm
y A%
yielding
necking
ruptureTE
NSILETE
ST
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RADIOSS MATERIAL LAWS
( )nHpK 0+=
nJ
py B+=
Hill / Krupkovsky-Swift(also available for one-step)
Johnson-Cook
Engineering strain e
Engineering stress s
Rm
yA%
log
log
nJ
nH
nnym
mHJ
=
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BEHAVIORUNDER
CYCLICLOADS
Material resistance (yield and ultimate strength) may be significantly different after aprior deformation.
Two idealized models are used:
Isotropic hardening. If loading isreversed after a first monotonic
loading (up to 1), the second yieldingpoint is symmetrical with respect tothe maximum stress in monotonic
loading (-1).
Kinematic hardening. If loading isreversed after a first monotonic
loading (up to 1), the material showsalways the same apparent resistanceto yielding, so that the yielding point
for the reverse load is 01 2 y=
yo
1
1
2
2
monotonicload
cyclicload
E EE
isotropic hardening
monotonic
loading
cyclic loading
E E
1
2 10
kinematic hardening
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1/y
anisotropic
Hill
isotropicvon Mises
2/y
1/y
Initial VM
2/y
isotropic hardening
kinematic hardening
Anisotropy changes theshape of the initial yieldsurface
Hardening type changethe shape of yield surface
during loading
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i t h f
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R
t
Ft
Upper and lower fibers end up with
the same deformation but throughdifferent histories
Plasticdeformation may thereforebe different
-0.05
0
0.05
0.1
0.15
0.2
-4 -2 0 2 4 6 8 10 12curv coord s
eps
eps_sup
epsP_sup
eps_inf
epsP_inf
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-400
-300
-200
-100
0
100
200
300
400
500
0 0.05 0.1 0.15 0.2
sigmaVM_sup
sigmaVM_inf
-400
-300
-200
-100
0
100
200
300
400
500
0 0.05 0.1 0.15 0.2
sigmaVM_sup
sigmaVM_inf
R
t Different deformation cycles meanthat the final stress is different
The section will spring back with afinal curvature even if the shapeafter forming does not have any
ISOTROPIC HARDENING KINEMATIC HARDENING
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FE MODEL
675 elements in blank (2 mm mesh)
Punch (3 mm radius), speed control
Bhl, counter punch, force control(parameter)
Die, 6 mm radius, fixed
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Design Of Experiment
Parameters Krupkowsky hardening coefficient
0.08 0.15 Kinematic hardening coefficient
0 (purely isotropic) 1 (purely kinematic)
BHL restraining stress 15 30 MPa
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Design Of Experiment
Responses Residual stress on wall
Springback shape(wall curvature)
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Residual stress analysis
Springback analysis Correlation
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outer wallinner wall
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Residual stresses vs. curvature/shape
Shape vs. Material characteristics
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HAVE ALL KINEMATIC HARDENING
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LARGE SPRINGBACK POINTS HAVE
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LARGE SPRINGBACK POINTS HAVEALL ISOTROPIC HARDENING
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The evolution of the hardeningsurface is key to understandingspringback
Can we control springback choosing a
right material ?