Civil Engineering Reference
In-Depth Information
Manipulating
σ
m
A
o
,
m
σ
m
+
1
A
o
,
m
+
1
=
e
−
ε
L
,
m
+
1
e
−
ε
L
,
m
(6.48)
σ
m
A
o
,
m
σ
m
+
1
A
o
,
m
+
1
=
e
(
ε
L
,
m
−
ε
L
,
m
+
1
)
(6.49)
ln
σ
m
A
o
,
m
−
ln
σ
m
+
1
A
o
,
m
+
1
−
ε
L
,
m
+
ε
L
,
m
+
1
=
0
(6.50)
where the stress (
σ
) is defined by a modified power law relation that is a function
of temperature and strain for Mg AZ31:
σ
m
ε
L
,
m
,total
,
T
m
=
K
m
ε
n
L
,
m
,total
e
ε
L
,
m
,total
s
m
(6.51)
σ
m
+
1
ε
L
,
m
+
1,total
,
T
m
+
1
=
K
m
+
1
ε
n
m
+
1
L
,
m
+
1,total
e
ε
L
,
m
+
1,total
s
m
+
1
(6.52)
and
ε
L
,
m
,total
= ε
i
−
1
L
,
m
,acc
+ ε
L
,
m
(6.53)
ε
L
,
m
+
1,total
= ε
i
−
1
L
,
m
+
1,acc
+ ε
L
,
m
+
1
(6.54)
where
ε
L
,
m
,total
and
ε
L
,
m
+
1,total
are the total accumulative strain in element
m
and
m
+
1 developed during forming at time step
i
, respectively.
ε
i
−
1
L
,
m
,acc
and
ε
i
−
1
L
,
m
+
1,acc
represent the total accumulative strain in element
m
and
m
+
1 from the start of
forming to the prior time step (
i
−
1).
ε
L
,
m
and
ε
L
,
m
+
1
are the incremental strains
occurring during time step
i
for elements
m
and
m
+
1, respectively.
Such that
K
,
n
, and
s
are as follows:
T
≤
25
◦
C
:
K
=
K
RT
25
◦
C
<
T
<
150
◦
C
:
K
=
K
1
T
+
K
2
T
≥
150
◦
C
:
K
:=
(6.55)
K
=
K
3
exp
(
K
4
T
)
T
≤
25
◦
C
:
n
=
n
RT
25
◦
C
<
T
<
150
◦
C
:
n
=
n
1
T
+
n
2
T
≥
150
◦
C
:
n
:=
(6.56)
n
=
n
3
T
+
n
4
T
<
120
◦
C:
s
=
0
120
◦
C
≤
T
≤
327
◦
C
:
s
=
s
1
T
2
+
s
2
T
+
s
3
T
>
327
◦
C
:
s
:=
(6.57)
s
=
0
where the coefficients are given in Table
6.4
.