Environmental Engineering Reference
In-Depth Information
where the subscripts
E
,
a
and
p
correspond to the elastic, anelastic and
plastic strains; the plastic strain (
ε
p
) is given by Equation [3.9]. The anelas-
tic strain (
a
) is time dependent, completely recoverable strain in contrast
to the permanent plastic strain which is not recoverable and elastic strain
which is recoverable but instantaneous (time-independent). The anelastic
strain at the loading is given by
ε
1
⎧
⎧
⎫
v
=−
⎛
⎜
⎞
⎟
⎫
⎬
⎪
v
[3.11]
σ
σ
*
⎨
⎪
⎨
⎩
⎛
⎝
+
vt
α
ε
a
.
α
μ
μ
⎬
⎭
In the above equation,
*
(~2.5 × 10
22
) are material constants in
Hart's equation of state and
µ
is the anelastic modulus.
In the following section we discuss the importance of the different param-
eters, namely stress temperature and microstructure. The strain rate of
deformation,
ν
~ 7 and
α
can be expressed as
ε
f
(,
T
,
),
[3.12 ]
ε
σ
where
σ
is the applied stress and
T
is the test temperature.
3.2.1 Effect of stress and temperature
The steady-state strain rate of creep deformation, at a given temperature,
has been found to be directly dependent on the applied stress. The functional
dependence of strain rate on stress can be expressed by Norton's law
13
[3.13 ]
n
K
ε
σ
,
s
where
K
is a constant and
n
is the stress exponent. Similarly, for a constant
applied stress, the rate of creep deformation increases with increasing tem-
perature. The effect of temperature can be understood by including an extra
term indicated in the following equation
⎛
⎜
⎛
⎝
⎞
Q
c
RT
−
n
exp
ε
K
c
[3.14 ]
σ
,
s
1
where
K
1
is another constant and
Q
c
is the activation energy of creep defor-
mation. The activation energy term is included due to the fact that the creep
deformation is considered to be a fi rst order reaction rate process. The mag-
nitude of the activation energy is dependent upon the physical mechanism
governing the deformation process.
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