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Constitutive models
Part 1
Background and terminology
Elasticity
An initial excuse
• One of the difficulties of the presentation of a difficult theory is that the subject will not be fully appreciated until it is studied in detail
• Difficulties of this sort are encountered frequently in teaching a mature subject
• The wholeness of the subject can rarely be communicated quickly
Material behaviour – models
• Linear elastic
• Nonlinear elastic
• Hyperelastic
• Hypoelastic
• Elastoplastic
• Creep
• Viscoplasticity
Preliminaries
• Invariants
• Strain energy
• Continuum mechanics background
Sometimes hydrostaticor spherical part of stress tensor
Interpretation of 1D tensile test
x
L
Lx
x
x
xxx
x
LLLdL
LL
AT
LAT
LLLL
0
ln)/ln(/ strain true
/ddincrement strain true
/
1/,/
,/ stretch
0true
true
true
0eng
0eng
00
force
elongation
L … current lengthA … current area
Rate dependent properties of material
stretching of rate the toequivalent is rate stress gengineerin theSo
// and since
/ is rate stress gengineerin
eng
00
0eng
xx
x
x
LLLL
L
Loading, unloading – different models of material behaviour
Non-linear elastic
Linear elastic
Elastic plastic
Brittle material which is damaged due to formation of microcracks during loading,microcracks are closed upon removal of the load
0.2% for steel
Theory of elasticity
• There is a unique relationship between stress and strain • Elastic actually means no hysteresis, it does not mean
‘linear’ or ‘force proportional to displacement’.• Could be linear or nonlinear.• Strains are said to be reversible.• Elastic material is rate independent• It is purely mechanical theory – no thermodynamic
effects – are considered.
Nonlinear elasticity, 1D, small strains 1/2
x
xx
xxx
xxx
W
W
Wx
d
)(d
potentiala is...d)(density energy strain
d)(ddensity energy strain ofIncrement
0
unstable thenis response its and
softening strainexhibit tosaid is material not, if
hardening) strain (i.e.
increasinglly monotonica)(...0d/d if
iprelationsh unique)(
xx
xx
ss
s
Convex function
Linear elasticity
221
x
xx
EW
E
Nonlinear elasticity, 1D, small strains 2/2
Non-convex function
unstable thenis response its and
softening strainexhibit tosaid is material
convex -non is functionenergy strain
increasingy motonicallnot is)( then(locally)0d/d if xx ss
1D behaviour of elastic material is characterized by• path independence• reversibility• non-dissipativeness
Nonlinear elasticity, 1D, large strains 1/2
)(
strain Lagrange-Green stress, Kirchhoff- Piola2ndd
d
x
xx
EWW
E
WS
Elastic stress-strain relationships in which the stress can be obtainedfrom a potential function of the strains are called hyperelastic
• path independence
• reversibility
• non-dissipativeness
1D element – small strains, small rotations, no hysteresis
strain
stre
ss
L
A
F F
)()( 0 gEf
0tan E
)()( 00 LgAEgAEF
LgAE
gAE
gAE
FkT
1)(
d
d
d
)(d
d
)(d
d
d000
11
11)(0 g
L
AEk
stress
y=K
(q)
q
q2 q1 q0
Equilibrium reached
Q
alpha1
alpha0
Secant stiffness method
QqKkQqQyqky
qKq
qqKk
QqKkQqQyqky
qKq
qqKk
11121
11
1111
10010
00
0000
0
)]([/ gives and
)()(
tan
step second
)]([/ gives and
)()(
tan
stepfirst
... quess initial and given
Linear elastic model
• Good for many materials under reasonable temperatures provided that the stresses and strains are small
• Examples– Steel– Cast iron– Glass– Rock– Wood
Linear elastic model, Hooke’s law• Linear
– Strain is proportional to stress
• Homogeneous– Material properties are independent of the size of specimen
– corpuscular structure of matter is disregarded
• Anisotropic– Stress-strain coefficients in C depend on direction
• Fourth tensor C is constant and has 81 components– Generally, however, there are 21 independent elastic
constants
– Orthotropic material … 9
– Cubic anisotropy … 3
– Isotropic material … 2 (Young modulus, Poisson ratio)
VVm limlimlim
klijklij C
Hooke’s law – Voigt’s notation
zx
yz
xy
z
y
x
zx
yz
xy
z
y
x
E
2
2100000
02
210000
002
21000
0001
0001
0001
211
E
E
1200000
0120000
0012000
0001
0001
0001
1
E1ED
Nonlinear elastic
)( klklijklij fC
Tensor C is a function of strainThere is no hysteresis
strain
stre
ss
For large displacements (but small strains) engineering strain (Cauchy) is replaced by Green-Lagrange strain and engineering stress is replaced by 2PK stressand TL or UL formulations should be used
Hyperelastic• Stress is calculated from strain energy
functional by
• Good for rubberlike materials• W is assumed by
– Mooney-Rivlin model,– Ogden model,– Etc.
• Path-independent and fully reversible
ijij E
WS
Hypoelastic
• Path-dependent• Stress increments are calculated from strain
increments
• Models for concrete
,...),,,,( unloadingloadingcriteriafracturestrainstressfC
C
ijkl
klijklij